Index: IssueRelatedData/MWDAM-1295/Damlivefinalin/damlive/PulauTekong.geometries2D.0/Section1_SingaporeCrossSection.sts
===================================================================
diff -u
--- IssueRelatedData/MWDAM-1295/Damlivefinalin/damlive/PulauTekong.geometries2D.0/Section1_SingaporeCrossSection.sts (revision 0)
+++ IssueRelatedData/MWDAM-1295/Damlivefinalin/damlive/PulauTekong.geometries2D.0/Section1_SingaporeCrossSection.sts (revision 2666)
@@ -0,0 +1,200 @@
+[Frame]
+ProjectId=-
+AnnexNum=-
+DrawnBy=-
+DateStamp=-
+UseCurrentDate=1
+
+[Page]
+PagePrintAxes01=0
+PageOrientation01=1
+PageMarginLeft01=10
+PageMarginRight01=30
+PageMarginTop01=10
+PageMarginBottom01=10
+PageWidth01=210
+PageHeight01=297
+PagePrintAxes02=0
+PageOrientation02=0
+PageMarginLeft02=30
+PageMarginRight02=10
+PageMarginTop02=10
+PageMarginBottom02=10
+PageWidth02=210
+PageHeight02=297
+
+[Graphic input]
+Grid Distance=1
+Selection accuracy=2
+Limit Left=-100
+Limit Right=100
+Limit Bottom=-20
+Limit Top=20
+Rulers=1
+Grid=1
+Snap=0
+InfoBar=1
+Cursor=0
+Origin=1
+Deform=1
+Points on=1
+Point numbers on=0
+Auto scale setting=1
+Legend on=1
+Layerlabels on=1
+Layercolors on=1
+Layerlabels as=0
+Settlement factor=1000
+Loads=1
+Loads Numbering=1
+Forbidden Lines=1
+Forbidden Lines Numbering=1
+GeoTextiles=1
+GeoTextiles Numbering=1
+Nails=1
+Nails Numbering=1
+Reference Level=1
+IsoLines=1
+Loads Default=1
+Loads Size=0.5
+Units in N_mm=0
+Isolines Numbering=1
+Isolines Values=0
+Nr of Isolines=11
+Isolines Min Value=1
+Isolines Max Value=1.5
+Save Limit=1.5
+Fail Limit=1
+
+[Results Graph]
+Grid Distance=1
+Selection accuracy=2
+Limit Left=-100
+Limit Right=100
+Limit Bottom=-20
+Limit Top=20
+Rulers=1
+Grid=0
+Snap=0
+InfoBar=1
+Cursor=0
+Origin=1
+Deform=1
+Points on=0
+Point numbers on=0
+Auto scale setting=1
+Legend on=1
+Layerlabels on=1
+Layercolors on=1
+Layerlabels as=0
+Settlement factor=1000
+Loads=1
+Loads Numbering=1
+Forbidden Lines=1
+Forbidden Lines Numbering=1
+GeoTextiles=1
+GeoTextiles Numbering=1
+Nails=1
+Nails Numbering=1
+Reference Level=1
+IsoLines=1
+Loads Default=1
+Loads Size=0.5
+Units in N_mm=0
+Isolines Numbering=1
+Isolines Values=0
+Nr of Isolines=11
+Isolines Min Value=1
+Isolines Max Value=1.5
+Save Limit=1.5
+Fail Limit=1
+
+[FMin grid]
+Grid Distance=1
+Selection accuracy=2
+Limit Left=-100
+Limit Right=100
+Limit Bottom=-20
+Limit Top=20
+Rulers=1
+Grid=0
+Snap=0
+InfoBar=1
+Cursor=0
+Origin=0
+Deform=1
+Points on=0
+Point numbers on=0
+Auto scale setting=1
+Legend on=0
+Layerlabels on=1
+Layercolors on=1
+Layerlabels as=0
+Settlement factor=1000
+Loads=0
+Loads Numbering=0
+Forbidden Lines=0
+Forbidden Lines Numbering=0
+GeoTextiles=0
+GeoTextiles Numbering=0
+Nails=1
+Nails Numbering=1
+Reference Level=1
+IsoLines=1
+Loads Default=1
+Loads Size=0.5
+Units in N_mm=0
+Isolines Numbering=1
+Isolines Values=0
+Nr of Isolines=11
+Isolines Min Value=1
+Isolines Max Value=1.5
+Save Limit=1.5
+Fail Limit=1
+
+[Safety overview]
+Grid Distance=1
+Selection accuracy=2
+Limit Left=-100
+Limit Right=100
+Limit Bottom=-20
+Limit Top=20
+Rulers=1
+Grid=0
+Snap=0
+InfoBar=1
+Cursor=0
+Origin=1
+Deform=1
+Points on=0
+Point numbers on=0
+Auto scale setting=1
+Legend on=1
+Layerlabels on=1
+Layercolors on=1
+Layerlabels as=0
+Settlement factor=1000
+Loads=1
+Loads Numbering=1
+Forbidden Lines=1
+Forbidden Lines Numbering=1
+GeoTextiles=1
+GeoTextiles Numbering=1
+Nails=1
+Nails Numbering=1
+Reference Level=1
+IsoLines=1
+Loads Default=1
+Loads Size=0.5
+Units in N_mm=0
+Isolines Numbering=1
+Isolines Values=0
+Nr of Isolines=11
+Isolines Min Value=1
+Isolines Max Value=1.5
+Save Limit=1.5
+Fail Limit=1
+
+[Calculation]
+Graphic Indicator=1
+Short Report=0
Index: IssueRelatedData/MWDAM-1295/Damlivefinalin/damlive/PulauTekong.geometries2D.0/3_3_SingaporeCrossSection.sto
===================================================================
diff -u
--- IssueRelatedData/MWDAM-1295/Damlivefinalin/damlive/PulauTekong.geometries2D.0/3_3_SingaporeCrossSection.sto (revision 0)
+++ IssueRelatedData/MWDAM-1295/Damlivefinalin/damlive/PulauTekong.geometries2D.0/3_3_SingaporeCrossSection.sto (revision 2666)
@@ -0,0 +1,4925 @@
+Program : D-Geo Stability
+Version : 18.1.1.3
+Company : Stichting Deltares
+Date : 30-Apr-19
+Time : 13:45:48
+
+Output file : D:\DAMLiveSingaporenew\new profiles\workbin_21sep_Inward\PulauTekong.geometries2D.0\3_3_SingaporeCrossSection.sto
+Input file : D:\DAMLiveSingaporenew\new profiles\workbin_21sep_Inward\PulauTekong.geometries2D.0\3_3_SingaporeCrossSection.sti
+========================== BEGINNING OF DATA ==========================
+
+
+ ECHO OF THE INPUT
+ =================
+
+
+ Problem identification :
+ :
+
+ Calculation model : Bishop
+ Default shear strength : C phi
+
+ LAYER BOUNDARIES
+ ================
+
+ Boundary no.| Co-ordinates [m]
+ ------------|----------------------------------------------------
+ |
+ 25 - X - | 0.00 64.20 76.70 79.70 83.70 135.00
+ 25 - Y - | 87.30 87.30 87.30 88.40 88.40 105.50
+ |
+ 25 - X - | 137.00 150.00 152.00 173.80 178.30 179.70
+ 25 - Y - | 105.50 105.50 105.50 98.30 98.30 97.60
+ |
+ 25 - X - | 182.30 184.30 186.90 188.30 250.00
+ 25 - Y - | 96.30 96.30 97.60 98.30 98.30
+ |
+ 24 - X - | 0.00 64.20 76.70 79.70 83.70 135.00
+ 24 - Y - | 87.30 87.30 87.30 88.40 88.40 105.50
+ |
+ 24 - X - | 137.00 150.00 152.00 173.80 178.30 179.70
+ 24 - Y - | 105.50 105.50 105.50 98.30 98.30 97.60
+ |
+ 24 - X - | 182.30 184.30 186.90 250.00
+ 24 - Y - | 96.30 96.30 97.60 97.60
+ |
+ 23 - X - | 0.00 64.20 76.70 79.70 83.70 135.00
+ 23 - Y - | 87.30 87.30 87.30 88.40 88.40 105.50
+ |
+ 23 - X - | 137.00 150.00 156.35 172.41 173.80 178.30
+ 23 - Y - | 105.50 105.50 103.40 98.30 98.30 98.30
+ |
+ 23 - X - | 179.70 182.30 184.30 186.90 250.00
+ 23 - Y - | 97.60 96.30 96.30 97.60 97.60
+ |
+ 22 - X - | 0.00 64.20 76.70 79.70 83.70 135.00
+ 22 - Y - | 87.30 87.30 87.30 88.40 88.40 105.50
+ |
+ 22 - X - | 137.00 150.00 156.35 172.41 174.62 179.70
+ 22 - Y - | 105.50 105.50 103.40 98.30 97.60 97.60
+ |
+ 22 - X - | 182.30 184.30 186.90 250.00
+ 22 - Y - | 96.30 96.30 97.60 97.60
+ |
+ 21 - X - | 0.00 64.20 76.70 79.70 83.70 135.00
+ 21 - Y - | 87.30 87.30 87.30 88.40 88.40 105.50
+ |
+ 21 - X - | 137.00 150.00 156.35 172.41 174.62 195.40
+ 21 - Y - | 105.50 105.50 103.40 98.30 97.60 91.00
+ |
+ 21 - X - | 250.00
+ 21 - Y - | 91.00
+ |
+ 20 - X - | 0.00 64.20 76.70 83.70 131.83 135.00
+ 20 - Y - | 87.30 87.30 87.30 87.30 103.40 104.45
+ |
+ 20 - X - | 137.00 137.00 150.00 156.35 172.41 174.62
+ 20 - Y - | 104.45 105.50 105.50 103.40 98.30 97.60
+ |
+ 20 - X - | 195.40 250.00
+ 20 - Y - | 91.00 91.00
+ |
+ 19 - X - | 0.00 64.20 76.70 83.70 131.83 140.50
+ 19 - Y - | 87.30 87.30 87.30 87.30 103.40 103.40
+ |
+ 19 - X - | 140.50 141.30 141.30 156.35 172.41 174.62
+ 19 - Y - | 103.97 103.97 103.40 103.40 98.30 97.60
+ |
+ 19 - X - | 195.40 250.00
+ 19 - Y - | 91.00 91.00
+ |
+ 18 - X - | 0.00 64.20 76.70 83.70 140.50 140.50
+ 18 - Y - | 87.30 87.30 87.30 87.30 89.51 103.40
+ |
+ 18 - X - | 140.50 141.30 141.30 156.35 172.41 174.62
+ 18 - Y - | 103.97 103.97 103.40 103.40 98.30 97.60
+ |
+ 18 - X - | 195.40 250.00
+ 18 - Y - | 91.00 91.00
+ |
+ 17 - X - | 0.00 64.20 75.00 86.80 132.40 140.50
+ 17 - Y - | 87.30 87.30 81.90 76.00 76.00 80.06
+ |
+ 17 - X - | 140.50 140.50 140.50 141.30 141.30 156.35
+ 17 - Y - | 89.51 103.40 103.97 103.97 103.40 103.40
+ |
+ 17 - X - | 172.41 174.62 195.40 250.00
+ 17 - Y - | 98.30 97.60 91.00 91.00
+ |
+ 16 - X - | 0.00 75.00 75.00 86.80 132.40 140.50
+ 16 - Y - | 74.00 74.00 81.90 76.00 76.00 80.06
+ |
+ 16 - X - | 140.50 140.50 140.50 141.30 141.30 156.35
+ 16 - Y - | 89.51 103.40 103.97 103.97 103.40 103.40
+ |
+ 16 - X - | 172.41 174.62 195.40 250.00
+ 16 - Y - | 98.30 97.60 91.00 91.00
+ |
+ 15 - X - | 0.00 75.00 75.00 75.00 86.80 132.40
+ 15 - Y - | 71.50 71.50 74.00 81.90 76.00 76.00
+ |
+ 15 - X - | 140.50 140.50 140.50 140.50 141.30 141.30
+ 15 - Y - | 80.06 89.51 103.40 103.97 103.97 103.40
+ |
+ 15 - X - | 156.35 172.41 174.62 195.40 250.00
+ 15 - Y - | 103.40 98.30 97.60 91.00 91.00
+ |
+ 14 - X - | 0.00 75.00 75.00 140.50 140.50 140.50
+ 14 - Y - | 71.50 71.50 74.00 74.00 80.06 89.51
+ |
+ 14 - X - | 140.50 140.50 141.30 141.30 156.35 172.41
+ 14 - Y - | 103.40 103.97 103.97 103.40 103.40 98.30
+ |
+ 14 - X - | 174.62 195.40 250.00
+ 14 - Y - | 97.60 91.00 91.00
+ |
+ 13 - X - | 0.00 75.00 140.50 140.50 140.50 140.50
+ 13 - Y - | 71.50 71.50 71.50 74.00 80.06 89.51
+ |
+ 13 - X - | 140.50 140.50 141.30 141.30 156.35 172.41
+ 13 - Y - | 103.40 103.97 103.97 103.40 103.40 98.30
+ |
+ 13 - X - | 174.62 195.40 250.00
+ 13 - Y - | 97.60 91.00 91.00
+ |
+ 12 - X - | 0.00 75.00 140.50 140.50 140.50 140.50
+ 12 - Y - | 71.50 71.50 71.50 74.00 80.06 89.51
+ |
+ 12 - X - | 140.50 141.30 156.35 172.41 174.62 195.40
+ 12 - Y - | 103.40 103.40 103.40 98.30 97.60 91.00
+ |
+ 12 - X - | 250.00
+ 12 - Y - | 91.00
+ |
+ 11 - X - | 0.00 75.00 140.50 140.50 140.50 140.50
+ 11 - Y - | 71.50 71.50 71.50 74.00 80.06 89.51
+ |
+ 11 - X - | 141.30 141.30 156.35 172.41 174.62 195.40
+ 11 - Y - | 89.54 103.40 103.40 98.30 97.60 91.00
+ |
+ 11 - X - | 250.00
+ 11 - Y - | 91.00
+ |
+ 10 - X - | 0.00 75.00 140.50 140.50 140.50 141.30
+ 10 - Y - | 71.50 71.50 71.50 74.00 80.06 80.47
+ |
+ 10 - X - | 141.30 141.30 156.35 172.41 174.62 195.40
+ 10 - Y - | 89.54 103.40 103.40 98.30 97.60 91.00
+ |
+ 10 - X - | 250.00
+ 10 - Y - | 91.00
+ |
+ 9 - X - | 0.00 75.00 140.50 140.50 141.30 141.30
+ 9 - Y - | 71.50 71.50 71.50 74.00 74.00 77.00
+ |
+ 9 - X - | 141.30 141.30 141.30 156.35 172.41 174.62
+ 9 - Y - | 80.47 89.54 103.40 103.40 98.30 97.60
+ |
+ 9 - X - | 195.40 250.00
+ 9 - Y - | 91.00 91.00
+ |
+ 8 - X - | 0.00 75.00 140.50 141.30 141.30 141.30
+ 8 - Y - | 71.50 71.50 71.50 71.50 74.00 77.00
+ |
+ 8 - X - | 141.30 141.30 141.30 156.35 172.41 174.62
+ 8 - Y - | 80.47 89.54 103.40 103.40 98.30 97.60
+ |
+ 8 - X - | 195.40 250.00
+ 8 - Y - | 91.00 91.00
+ |
+ 7 - X - | 0.00 75.00 140.50 140.50 141.30 141.30
+ 7 - Y - | 71.50 71.50 71.50 70.50 70.50 71.50
+ |
+ 7 - X - | 141.30 141.30 141.30 141.30 141.30 156.35
+ 7 - Y - | 74.00 77.00 80.47 89.54 103.40 103.40
+ |
+ 7 - X - | 172.41 174.62 195.40 250.00
+ 7 - Y - | 98.30 97.60 91.00 91.00
+ |
+ 6 - X - | 0.00 75.00 140.50 140.50 141.30 141.30
+ 6 - Y - | 71.50 71.50 71.50 70.50 70.50 71.50
+ |
+ 6 - X - | 141.30 141.30 141.30 141.30 160.90 195.40
+ 6 - Y - | 74.00 77.00 80.47 89.54 90.30 91.00
+ |
+ 6 - X - | 250.00
+ 6 - Y - | 91.00
+ |
+ 5 - X - | 0.00 75.00 140.50 140.50 141.30 141.30
+ 5 - Y - | 71.50 71.50 71.50 70.50 70.50 71.50
+ |
+ 5 - X - | 141.30 141.30 141.30 160.90 195.40 250.00
+ 5 - Y - | 74.00 77.00 80.47 90.30 91.00 91.00
+ |
+ 4 - X - | 0.00 75.00 140.50 140.50 141.30 141.30
+ 4 - Y - | 71.50 71.50 71.50 70.50 70.50 71.50
+ |
+ 4 - X - | 141.30 141.30 141.30 160.90 195.40 195.40
+ 4 - Y - | 74.00 77.00 80.47 90.30 91.00 74.00
+ |
+ 4 - X - | 250.00
+ 4 - Y - | 74.00
+ |
+ 3 - X - | 0.00 75.00 140.50 140.50 141.30 141.30
+ 3 - Y - | 71.50 71.50 71.50 70.50 70.50 71.50
+ |
+ 3 - X - | 141.30 195.40 250.00
+ 3 - Y - | 74.00 74.00 74.00
+ |
+ 2 - X - | 0.00 75.00 140.50 140.50 141.30 141.30
+ 2 - Y - | 71.50 71.50 71.50 70.50 70.50 71.50
+ |
+ 2 - X - | 141.30 195.40 195.40 250.00
+ 2 - Y - | 74.00 74.00 71.50 71.50
+ |
+ 1 - X - | 0.00 75.00 140.50 140.50 141.30 141.30
+ 1 - Y - | 71.50 71.50 71.50 70.50 70.50 71.50
+ |
+ 1 - X - | 195.40 250.00
+ 1 - Y - | 71.50 71.50
+ |
+ 0 - X - | 0.00 250.00
+ 0 - Y - | 50.00 50.00
+
+
+
+ PL-LINES
+ ========
+
+ Pl-line no. | Co-ordinates [m]
+ ------------|----------------------------------------------------
+ |
+ 1 - X - | 0.00 140.60 141.00 193.32 250.00
+ 1 - Y - | 103.34 103.34 97.59 97.59 97.59
+ |
+ 2 - X - | 0.00 250.00
+ 2 - Y - | 103.34 103.34
+
+
+
+
+ Unit weight of water used for calculation: 9.81 [kN/m3]
+ The groundwater level is determined by Pl-line number 1
+
+
+
+ FORBIDDEN LINES
+ ===============
+
+ No forbidden lines were input.
+
+
+
+ SOIL PROPERTIES
+ ===============
+
+ Layer no.| Material name
+ ---------|-----------------------------
+ 25 | Sand 3-3
+ 24 | Good Earth 3-3
+ 23 | Good Earth 3-3
+ 22 | Sand 3-3
+ 21 | Revetment 3-3
+ 20 | Sand 3-3
+ 19 | Sand 3-3
+ 18 | Sand 3-3
+ 17 | UMC(M) 3-3
+ 16 | FC(M) 3-3
+ 15 | UMC(M) Zone3 3-3
+ 14 | FC(M) Zone4 3-3
+ 13 | CB 3-3
+ 12 | CB 3-3
+ 11 | CB 3-3
+ 10 | CB 3-3
+ 9 | CB 3-3
+ 8 | CB 3-3
+ 7 | Sand 3-3
+ 6 | Sand 3-3
+ 5 | UMC(L) 3-3
+ 4 | UMC(L) Zone1 3-3
+ 3 | FC(L) 3-3
+ 2 | FC(L) Zone2 3-3
+ 1 | Residual Soil (L) 3-3
+
+ Layer | Gam usat| Gam sat | Pl-line | Pl-line |
+ number | [kN/m3] | [kN/m3] | top | bottom |
+ ---------|---------|---------|---------|---------|
+ 25 | 17.70 | 19.85 | 1 | 1 |
+ 24 | 17.00 | 17.00 | 1 | 1 |
+ 23 | 17.00 | 17.00 | 1 | 1 |
+ 22 | 17.70 | 19.85 | 1 | 1 |
+ 21 | 17.64 | 19.85 | 1 | 1 |
+ 20 | 17.70 | 19.85 | 1 | 1 |
+ 19 | 17.70 | 19.85 | 1 | 1 |
+ 18 | 17.70 | 19.85 | 1 | 1 |
+ 17 | 15.10 | 15.10 | 99 | 99 |
+ 16 | 19.10 | 19.10 | 99 | 99 |
+ 15 | 15.25 | 15.25 | 99 | 99 |
+ 14 | 19.10 | 19.10 | 99 | 99 |
+ 13 | 13.00 | 13.00 | 1 | 1 |
+ 12 | 13.00 | 13.00 | 1 | 1 |
+ 11 | 13.00 | 13.00 | 1 | 1 |
+ 10 | 13.00 | 13.00 | 99 | 99 |
+ 9 | 13.00 | 13.00 | 1 | 1 |
+ 8 | 13.00 | 13.00 | 99 | 99 |
+ 7 | 17.70 | 19.85 | 1 | 1 |
+ 6 | 17.70 | 19.85 | 1 | 1 |
+ 5 | 15.25 | 15.25 | 99 | 99 |
+ 4 | 15.25 | 15.25 | 99 | 99 |
+ 3 | 19.10 | 19.10 | 99 | 99 |
+ 2 | 19.10 | 19.10 | 99 | 99 |
+ 1 | 19.00 | 19.00 | 2 | - |
+
+ Pore water pressure
+ ------------------------------
+ Layer | Excess | P.pres. |
+ number | p.pres. | factor |
+ | [kN/m2] | [-] |
+ ---------|---------|---------|
+ 25 | 0.00 | 1.00 |
+ 24 | 0.00 | 1.00 |
+ 23 | 0.00 | 1.00 |
+ 22 | 0.00 | 1.00 |
+ 21 | 0.00 | 1.00 |
+ 20 | 0.00 | 1.00 |
+ 19 | 0.00 | 1.00 |
+ 18 | 0.00 | 1.00 |
+ 17 | 0.00 | 1.00 |
+ 16 | 0.00 | 1.00 |
+ 15 | 0.00 | 1.00 |
+ 14 | 0.00 | 1.00 |
+ 13 | 0.00 | 1.00 |
+ 12 | 0.00 | 1.00 |
+ 11 | 0.00 | 1.00 |
+ 10 | 0.00 | 1.00 |
+ 9 | 0.00 | 1.00 |
+ 8 | 0.00 | 1.00 |
+ 7 | 0.00 | 1.00 |
+ 6 | 0.00 | 1.00 |
+ 5 | 0.00 | 1.00 |
+ 4 | 0.00 | 1.00 |
+ 3 | 0.00 | 1.00 |
+ 2 | 0.00 | 1.00 |
+ 1 | 0.00 | 1.00 |
+
+ Layer | Cohesion| Phi |Dilatancy| S | POP | m |
+ number | [kN/m2] |[degrees]|[degrees]| [ - ] | [kN/m2] | [ - ] |
+ ---------|---------|---------|---------|---------|---------|---------|
+ 25 | 0.00 | 23.30 | 23.30 | - | - | - |
+ 24 | 0.00 | 19.40 | 19.40 | - | - | - |
+ 23 | 0.00 | 19.40 | 19.40 | - | - | - |
+ 22 | 0.00 | 23.30 | 23.30 | - | - | - |
+ 21 | 0.00 | 25.00 | 25.00 | - | - | - |
+ 20 | 0.00 | 23.30 | 23.30 | - | - | - |
+ 19 | 0.00 | 23.30 | 23.30 | - | - | - |
+ 18 | 0.00 | 23.30 | 23.30 | - | - | - |
+ 17 | - | - | - | - | - | - |
+ 16 | 0.00 | 16.17 | 0.00 | - | - | - |
+ 15 | - | - | - | - | - | - |
+ 14 | - | - | - | - | - | - |
+ 13 | 50.00 | 0.00 | 0.00 | - | - | - |
+ 12 | 50.00 | 0.00 | 0.00 | - | - | - |
+ 11 | 50.00 | 0.00 | 0.00 | - | - | - |
+ 10 | 50.00 | 0.00 | 0.00 | - | - | - |
+ 9 | 50.00 | 0.00 | 0.00 | - | - | - |
+ 8 | 50.00 | 0.00 | 0.00 | - | - | - |
+ 7 | 0.00 | 23.30 | 23.30 | - | - | - |
+ 6 | 0.00 | 23.30 | 23.30 | - | - | - |
+ 5 | - | - | - | - | - | - |
+ 4 | - | - | - | - | - | - |
+ 3 | - | - | - | - | - | - |
+ 2 | - | - | - | - | - | - |
+ 1 | - | - | - | - | - | - |
+
+ Layer | Su top | Su bot. | Su grad.| POP top | POP bot.|Gamma LEM|
+ number | [kN/m2] | [kN/m2] |[kN/m2/m]| [kN/m2] | [kN/m2] | [-] |
+ ---------|---------|---------|---------|---------|---------|---------|
+ 25 | - | - | - | - | - | - |
+ 24 | - | - | - | - | - | - |
+ 23 | - | - | - | - | - | - |
+ 22 | - | - | - | - | - | - |
+ 21 | - | - | - | - | - | - |
+ 20 | - | - | - | - | - | - |
+ 19 | - | - | - | - | - | - |
+ 18 | - | - | - | - | - | - |
+ 17 | 2.80 | 10.50 | - | - | - | - |
+ 16 | - | - | - | - | - | - |
+ 15 | 48.70 | 48.70 | - | - | - | - |
+ 14 | 48.70 | 48.70 | - | - | - | - |
+ 13 | - | - | - | - | - | - |
+ 12 | - | - | - | - | - | - |
+ 11 | - | - | - | - | - | - |
+ 10 | - | - | - | - | - | - |
+ 9 | - | - | - | - | - | - |
+ 8 | - | - | - | - | - | - |
+ 7 | - | - | - | - | - | - |
+ 6 | - | - | - | - | - | - |
+ 5 | 27.76 | 27.76 | - | - | - | - |
+ 4 | 27.27 | 27.27 | - | - | - | - |
+ 3 | 29.80 | 31.90 | - | - | - | - |
+ 2 | 26.62 | 26.62 | - | - | - | - |
+ 1 | 92.45 | 146.80 | - | - | - | - |
+
+
+
+ No degree of consolidation <> 100% input.
+
+
+
+ CENTER POINT GRID AND TANGENT LINES
+ ===================================
+
+ X co-ordinate grid left : 157.59 [m]
+ X co-ordinate grid right : 179.06 [m]
+ Number of grid points in X - direction : 10
+
+ Y co-ordinate grid bottom : 105.55 [m]
+ Y co-ordinate grid top : 121.37 [m]
+ Number of grid points in Y - direction : 10
+
+ Y co-ordinate tangent smallest circle : 95.00 [m]
+ Y co-ordinate tangent biggest circle : 80.00 [m]
+ Number of circles per grid point : 10
+
+ No fixed points input.
+
+ Total number of center points in the grid: 100
+ Total number of slip circles in the grid : 1000
+
+
+
+ MEASURED YIELD STRESS
+ =====================
+
+ No measured yield stress input.
+
+
+ LINE LOADS
+ ==========
+
+ No line loads were input.
+
+
+
+ UNIFORM LOAD
+ ============
+
+ Uniform |Magnitude| X start | X end | Distrib.| Load |
+ load number | [kN/m] | [m] | [m] | degrees | Type |
+ ------------|---------|---------|---------|---------|-----------|
+ 1 | 33.00 | 135.00 | 150.00 | 0.00 | Permanent |
+
+
+
+ TREE ON SLOPE
+ =============
+
+ No tree on slope was input.
+
+
+
+ DEGREE OF CONSOLIDATION : TEMPORARY LOADS
+ =========================================
+
+ Layer number| Degree of consolidation
+ -------------|-------------------------
+ 25 | 100
+ 24 | 100
+ 23 | 100
+ 22 | 100
+ 21 | 100
+ 20 | 100
+ 19 | 100
+ 18 | 100
+ 17 | 100
+ 16 | 100
+ 15 | 100
+ 14 | 100
+ 13 | 100
+ 12 | 100
+ 11 | 100
+ 10 | 100
+ 9 | 100
+ 8 | 100
+ 7 | 100
+ 6 | 100
+ 5 | 100
+ 4 | 100
+ 3 | 100
+ 2 | 100
+ 1 | 100
+
+
+
+ GEOTEXTILES
+ ===========
+
+ No geotextiles were input.
+
+
+
+
+ NAILS
+ =====
+
+ No nails were input.
+
+
+
+ EARTHQUAKE
+ ==========
+
+ No earth quake factors were input.
+
+
+
+
+**************** The input has been tested, and is correct. ****************
+******************************************************************************
+
+
+ RESULTS OF THE SLOPE STABILITY ANALYSIS
+ =======================================
+
+
+ Minimum safety factor per slip circle.
+ ======================================
+
+ X-coord | Y-coord | Radius | F |
+ [m] | [m] | [m] | |
+ ---------|---------|---------|---------|
+ 157.59 | 105.55 | 25.55 | 1.33 |
+ ---------|---------|---------|---------|
+ 157.59 | 105.55 | 23.88 | 1.45 |
+ ---------|---------|---------|---------|
+ 157.59 | 105.55 | 22.22 | 1.60 |
+ ---------|---------|---------|---------|
+ 157.59 | 105.55 | 20.55 | 1.76 |
+ ---------|---------|---------|---------|
+ 157.59 | 105.55 | 18.88 | 2.01 |
+ ---------|---------|---------|---------|
+ 157.59 | 105.55 | 17.22 | 2.44 |
+ ---------|---------|---------|---------|
+ 157.59 | 105.55 | 15.55 | 2.79 |
+ ---------|---------|---------|---------|
+ 157.59 | 105.55 | 13.88 | 2.78 |
+ ---------|---------|---------|---------|
+ 157.59 | 105.55 | 12.22 | 2.77 |
+ ---------|---------|---------|---------|
+ 157.59 | 105.55 | 10.55 | 2.79 |
+ ---------|---------|---------|---------|
+ 157.59 | 107.31 | 27.31 | 1.29 |
+ ---------|---------|---------|---------|
+ 157.59 | 107.31 | 25.64 | 1.41 |
+ ---------|---------|---------|---------|
+ 157.59 | 107.31 | 23.97 | 1.54 |
+ ---------|---------|---------|---------|
+ 157.59 | 107.31 | 22.31 | 1.67 |
+ ---------|---------|---------|---------|
+ 157.59 | 107.31 | 20.64 | 1.87 |
+ ---------|---------|---------|---------|
+ 157.59 | 107.31 | 18.97 | 2.18 |
+ ---------|---------|---------|---------|
+ 157.59 | 107.31 | 17.31 | 2.68 |
+ ---------|---------|---------|---------|
+ 157.59 | 107.31 | 15.64 | 2.55 |
+ ---------|---------|---------|---------|
+ 157.59 | 107.31 | 13.97 | 2.51 |
+ ---------|---------|---------|---------|
+ 157.59 | 107.31 | 12.31 | 2.47 |
+ ---------|---------|---------|---------|
+ 157.59 | 109.06 | 29.06 | 1.28 |
+ ---------|---------|---------|---------|
+ 157.59 | 109.06 | 27.40 | 1.38 |
+ ---------|---------|---------|---------|
+ 157.59 | 109.06 | 25.73 | 1.51 |
+ ---------|---------|---------|---------|
+ 157.59 | 109.06 | 24.06 | 1.63 |
+ ---------|---------|---------|---------|
+ 157.59 | 109.06 | 22.40 | 1.79 |
+ ---------|---------|---------|---------|
+ 157.59 | 109.06 | 20.73 | 2.04 |
+ ---------|---------|---------|---------|
+ 157.59 | 109.06 | 19.06 | 2.48 |
+ ---------|---------|---------|---------|
+ 157.59 | 109.06 | 17.40 | 2.45 |
+ ---------|---------|---------|---------|
+ 157.59 | 109.06 | 15.73 | 2.36 |
+ ---------|---------|---------|---------|
+ 157.59 | 109.06 | 14.06 | 2.31 |
+ ---------|---------|---------|---------|
+ 157.59 | 110.82 | 30.82 | 1.28 |
+ ---------|---------|---------|---------|
+ 157.59 | 110.82 | 29.16 | 1.38 |
+ ---------|---------|---------|---------|
+ 157.59 | 110.82 | 27.49 | 1.50 |
+ ---------|---------|---------|---------|
+ 157.59 | 110.82 | 25.82 | 1.62 |
+ ---------|---------|---------|---------|
+ 157.59 | 110.82 | 24.16 | 1.75 |
+ ---------|---------|---------|---------|
+ 157.59 | 110.82 | 22.49 | 1.95 |
+ ---------|---------|---------|---------|
+ 157.59 | 110.82 | 20.82 | 2.34 |
+ ---------|---------|---------|---------|
+ 157.59 | 110.82 | 19.16 | 2.37 |
+ ---------|---------|---------|---------|
+ 157.59 | 110.82 | 17.49 | 2.27 |
+ ---------|---------|---------|---------|
+ 157.59 | 110.82 | 15.82 | 2.22 |
+ ---------|---------|---------|---------|
+ 157.59 | 112.58 | 32.58 | 1.30 |
+ ---------|---------|---------|---------|
+ 157.59 | 112.58 | 30.91 | 1.37 |
+ ---------|---------|---------|---------|
+ 157.59 | 112.58 | 29.25 | 1.49 |
+ ---------|---------|---------|---------|
+ 157.59 | 112.58 | 27.58 | 1.62 |
+ ---------|---------|---------|---------|
+ 157.59 | 112.58 | 25.91 | 1.75 |
+ ---------|---------|---------|---------|
+ 157.59 | 112.58 | 24.25 | 1.90 |
+ ---------|---------|---------|---------|
+ 157.59 | 112.58 | 22.58 | 2.24 |
+ ---------|---------|---------|---------|
+ 157.59 | 112.58 | 20.91 | 2.28 |
+ ---------|---------|---------|---------|
+ 157.59 | 112.58 | 19.25 | 2.28 |
+ ---------|---------|---------|---------|
+ 157.59 | 112.58 | 17.58 | 2.17 |
+ ---------|---------|---------|---------|
+ 157.59 | 114.34 | 34.34 | 1.33 |
+ ---------|---------|---------|---------|
+ 157.59 | 114.34 | 32.67 | 1.38 |
+ ---------|---------|---------|---------|
+ 157.59 | 114.34 | 31.01 | 1.49 |
+ ---------|---------|---------|---------|
+ 157.59 | 114.34 | 29.34 | 1.62 |
+ ---------|---------|---------|---------|
+ 157.59 | 114.34 | 27.67 | 1.75 |
+ ---------|---------|---------|---------|
+ 157.59 | 114.34 | 26.01 | 1.90 |
+ ---------|---------|---------|---------|
+ 157.59 | 114.34 | 24.34 | 2.17 |
+ ---------|---------|---------|---------|
+ 157.59 | 114.34 | 22.67 | 2.20 |
+ ---------|---------|---------|---------|
+ 157.59 | 114.34 | 21.01 | 2.22 |
+ ---------|---------|---------|---------|
+ 157.59 | 114.34 | 19.34 | 2.14 |
+ ---------|---------|---------|---------|
+ 157.59 | 116.10 | 36.10 | 1.37 |
+ ---------|---------|---------|---------|
+ 157.59 | 116.10 | 34.43 | 1.40 |
+ ---------|---------|---------|---------|
+ 157.59 | 116.10 | 32.76 | 1.50 |
+ ---------|---------|---------|---------|
+ 157.59 | 116.10 | 31.10 | 1.63 |
+ ---------|---------|---------|---------|
+ 157.59 | 116.10 | 29.43 | 1.76 |
+ ---------|---------|---------|---------|
+ 157.59 | 116.10 | 27.76 | 1.91 |
+ ---------|---------|---------|---------|
+ 157.59 | 116.10 | 26.10 | 2.16 |
+ ---------|---------|---------|---------|
+ 157.59 | 116.10 | 24.43 | 2.15 |
+ ---------|---------|---------|---------|
+ 157.59 | 116.10 | 22.76 | 2.18 |
+ ---------|---------|---------|---------|
+ 157.59 | 116.10 | 21.10 | 2.18 |
+ ---------|---------|---------|---------|
+ 157.59 | 117.86 | 37.86 | 1.42 |
+ ---------|---------|---------|---------|
+ 157.59 | 117.86 | 36.19 | 1.44 |
+ ---------|---------|---------|---------|
+ 157.59 | 117.86 | 34.52 | 1.51 |
+ ---------|---------|---------|---------|
+ 157.59 | 117.86 | 32.86 | 1.64 |
+ ---------|---------|---------|---------|
+ 157.59 | 117.86 | 31.19 | 1.77 |
+ ---------|---------|---------|---------|
+ 157.59 | 117.86 | 29.52 | 1.93 |
+ ---------|---------|---------|---------|
+ 157.59 | 117.86 | 27.86 | 2.17 |
+ ---------|---------|---------|---------|
+ 157.59 | 117.86 | 26.19 | 2.13 |
+ ---------|---------|---------|---------|
+ 157.59 | 117.86 | 24.52 | 2.15 |
+ ---------|---------|---------|---------|
+ 157.59 | 117.86 | 22.86 | 2.16 |
+ ---------|---------|---------|---------|
+ 157.59 | 119.61 | 39.61 | 1.46 |
+ ---------|---------|---------|---------|
+ 157.59 | 119.61 | 37.95 | 1.48 |
+ ---------|---------|---------|---------|
+ 157.59 | 119.61 | 36.28 | 1.54 |
+ ---------|---------|---------|---------|
+ 157.59 | 119.61 | 34.61 | 1.65 |
+ ---------|---------|---------|---------|
+ 157.59 | 119.61 | 32.95 | 1.78 |
+ ---------|---------|---------|---------|
+ 157.59 | 119.61 | 31.28 | 1.94 |
+ ---------|---------|---------|---------|
+ 157.59 | 119.61 | 29.61 | 2.19 |
+ ---------|---------|---------|---------|
+ 157.59 | 119.61 | 27.95 | 2.15 |
+ ---------|---------|---------|---------|
+ 157.59 | 119.61 | 26.28 | 2.12 |
+ ---------|---------|---------|---------|
+ 157.59 | 119.61 | 24.61 | 2.15 |
+ ---------|---------|---------|---------|
+ 157.59 | 121.37 | 41.37 | 1.50 |
+ ---------|---------|---------|---------|
+ 157.59 | 121.37 | 39.70 | 1.53 |
+ ---------|---------|---------|---------|
+ 157.59 | 121.37 | 38.04 | 1.57 |
+ ---------|---------|---------|---------|
+ 157.59 | 121.37 | 36.37 | 1.67 |
+ ---------|---------|---------|---------|
+ 157.59 | 121.37 | 34.70 | 1.80 |
+ ---------|---------|---------|---------|
+ 157.59 | 121.37 | 33.04 | 1.96 |
+ ---------|---------|---------|---------|
+ 157.59 | 121.37 | 31.37 | 2.21 |
+ ---------|---------|---------|---------|
+ 157.59 | 121.37 | 29.70 | 2.17 |
+ ---------|---------|---------|---------|
+ 157.59 | 121.37 | 28.04 | 2.12 |
+ ---------|---------|---------|---------|
+ 157.59 | 121.37 | 26.37 | 2.15 |
+ ---------|---------|---------|---------|
+ 159.97 | 105.55 | 25.55 | 1.20 |
+ ---------|---------|---------|---------|
+ 159.97 | 105.55 | 23.88 | 1.33 |
+ ---------|---------|---------|---------|
+ 159.97 | 105.55 | 22.22 | 1.50 |
+ ---------|---------|---------|---------|
+ 159.97 | 105.55 | 20.55 | 1.69 |
+ ---------|---------|---------|---------|
+ 159.97 | 105.55 | 18.88 | 1.83 |
+ ---------|---------|---------|---------|
+ 159.97 | 105.55 | 17.22 | 1.98 |
+ ---------|---------|---------|---------|
+ 159.97 | 105.55 | 15.55 | 2.33 |
+ ---------|---------|---------|---------|
+ 159.97 | 105.55 | 13.88 | 2.49 |
+ ---------|---------|---------|---------|
+ 159.97 | 105.55 | 12.22 | 2.53 |
+ ---------|---------|---------|---------|
+ 159.97 | 105.55 | 10.55 | 2.65 |
+ ---------|---------|---------|---------|
+ 159.97 | 107.31 | 27.31 | 1.19 |
+ ---------|---------|---------|---------|
+ 159.97 | 107.31 | 25.64 | 1.27 |
+ ---------|---------|---------|---------|
+ 159.97 | 107.31 | 23.97 | 1.41 |
+ ---------|---------|---------|---------|
+ 159.97 | 107.31 | 22.31 | 1.58 |
+ ---------|---------|---------|---------|
+ 159.97 | 107.31 | 20.64 | 1.77 |
+ ---------|---------|---------|---------|
+ 159.97 | 107.31 | 18.97 | 1.88 |
+ ---------|---------|---------|---------|
+ 159.97 | 107.31 | 17.31 | 2.16 |
+ ---------|---------|---------|---------|
+ 159.97 | 107.31 | 15.64 | 2.27 |
+ ---------|---------|---------|---------|
+ 159.97 | 107.31 | 13.97 | 2.26 |
+ ---------|---------|---------|---------|
+ 159.97 | 107.31 | 12.31 | 2.27 |
+ ---------|---------|---------|---------|
+ 159.97 | 109.06 | 29.06 | 1.19 |
+ ---------|---------|---------|---------|
+ 159.97 | 109.06 | 27.40 | 1.25 |
+ ---------|---------|---------|---------|
+ 159.97 | 109.06 | 25.73 | 1.36 |
+ ---------|---------|---------|---------|
+ 159.97 | 109.06 | 24.06 | 1.50 |
+ ---------|---------|---------|---------|
+ 159.97 | 109.06 | 22.40 | 1.67 |
+ ---------|---------|---------|---------|
+ 159.97 | 109.06 | 20.73 | 1.87 |
+ ---------|---------|---------|---------|
+ 159.97 | 109.06 | 19.06 | 2.07 |
+ ---------|---------|---------|---------|
+ 159.97 | 109.06 | 17.40 | 2.15 |
+ ---------|---------|---------|---------|
+ 159.97 | 109.06 | 15.73 | 2.11 |
+ ---------|---------|---------|---------|
+ 159.97 | 109.06 | 14.06 | 2.09 |
+ ---------|---------|---------|---------|
+ 159.97 | 110.82 | 30.82 | 1.21 |
+ ---------|---------|---------|---------|
+ 159.97 | 110.82 | 29.16 | 1.25 |
+ ---------|---------|---------|---------|
+ 159.97 | 110.82 | 27.49 | 1.34 |
+ ---------|---------|---------|---------|
+ 159.97 | 110.82 | 25.82 | 1.45 |
+ ---------|---------|---------|---------|
+ 159.97 | 110.82 | 24.16 | 1.61 |
+ ---------|---------|---------|---------|
+ 159.97 | 110.82 | 22.49 | 1.80 |
+ ---------|---------|---------|---------|
+ 159.97 | 110.82 | 20.82 | 2.06 |
+ ---------|---------|---------|---------|
+ 159.97 | 110.82 | 19.16 | 2.07 |
+ ---------|---------|---------|---------|
+ 159.97 | 110.82 | 17.49 | 2.03 |
+ ---------|---------|---------|---------|
+ 159.97 | 110.82 | 15.82 | 1.99 |
+ ---------|---------|---------|---------|
+ 159.97 | 112.58 | 32.58 | 1.25 |
+ ---------|---------|---------|---------|
+ 159.97 | 112.58 | 30.91 | 1.26 |
+ ---------|---------|---------|---------|
+ 159.97 | 112.58 | 29.25 | 1.33 |
+ ---------|---------|---------|---------|
+ 159.97 | 112.58 | 27.58 | 1.43 |
+ ---------|---------|---------|---------|
+ 159.97 | 112.58 | 25.91 | 1.56 |
+ ---------|---------|---------|---------|
+ 159.97 | 112.58 | 24.25 | 1.74 |
+ ---------|---------|---------|---------|
+ 159.97 | 112.58 | 22.58 | 2.00 |
+ ---------|---------|---------|---------|
+ 159.97 | 112.58 | 20.91 | 2.05 |
+ ---------|---------|---------|---------|
+ 159.97 | 112.58 | 19.25 | 1.97 |
+ ---------|---------|---------|---------|
+ 159.97 | 112.58 | 17.58 | 1.94 |
+ ---------|---------|---------|---------|
+ 159.97 | 114.34 | 34.34 | 1.28 |
+ ---------|---------|---------|---------|
+ 159.97 | 114.34 | 32.67 | 1.30 |
+ ---------|---------|---------|---------|
+ 159.97 | 114.34 | 31.01 | 1.34 |
+ ---------|---------|---------|---------|
+ 159.97 | 114.34 | 29.34 | 1.43 |
+ ---------|---------|---------|---------|
+ 159.97 | 114.34 | 27.67 | 1.55 |
+ ---------|---------|---------|---------|
+ 159.97 | 114.34 | 26.01 | 1.70 |
+ ---------|---------|---------|---------|
+ 159.97 | 114.34 | 24.34 | 1.95 |
+ ---------|---------|---------|---------|
+ 159.97 | 114.34 | 22.67 | 2.04 |
+ ---------|---------|---------|---------|
+ 159.97 | 114.34 | 21.01 | 1.94 |
+ ---------|---------|---------|---------|
+ 159.97 | 114.34 | 19.34 | 1.91 |
+ ---------|---------|---------|---------|
+ 159.97 | 116.10 | 36.10 | 1.32 |
+ ---------|---------|---------|---------|
+ 159.97 | 116.10 | 34.43 | 1.34 |
+ ---------|---------|---------|---------|
+ 159.97 | 116.10 | 32.76 | 1.36 |
+ ---------|---------|---------|---------|
+ 159.97 | 116.10 | 31.10 | 1.43 |
+ ---------|---------|---------|---------|
+ 159.97 | 116.10 | 29.43 | 1.55 |
+ ---------|---------|---------|---------|
+ 159.97 | 116.10 | 27.76 | 1.68 |
+ ---------|---------|---------|---------|
+ 159.97 | 116.10 | 26.10 | 1.92 |
+ ---------|---------|---------|---------|
+ 159.97 | 116.10 | 24.43 | 2.01 |
+ ---------|---------|---------|---------|
+ 159.97 | 116.10 | 22.76 | 1.96 |
+ ---------|---------|---------|---------|
+ 159.97 | 116.10 | 21.10 | 1.89 |
+ ---------|---------|---------|---------|
+ 159.97 | 117.86 | 37.86 | 1.36 |
+ ---------|---------|---------|---------|
+ 159.97 | 117.86 | 36.19 | 1.38 |
+ ---------|---------|---------|---------|
+ 159.97 | 117.86 | 34.52 | 1.40 |
+ ---------|---------|---------|---------|
+ 159.97 | 117.86 | 32.86 | 1.45 |
+ ---------|---------|---------|---------|
+ 159.97 | 117.86 | 31.19 | 1.55 |
+ ---------|---------|---------|---------|
+ 159.97 | 117.86 | 29.52 | 1.68 |
+ ---------|---------|---------|---------|
+ 159.97 | 117.86 | 27.86 | 1.89 |
+ ---------|---------|---------|---------|
+ 159.97 | 117.86 | 26.19 | 1.99 |
+ ---------|---------|---------|---------|
+ 159.97 | 117.86 | 24.52 | 1.96 |
+ ---------|---------|---------|---------|
+ 159.97 | 117.86 | 22.86 | 1.89 |
+ ---------|---------|---------|---------|
+ 159.97 | 119.61 | 39.61 | 1.39 |
+ ---------|---------|---------|---------|
+ 159.97 | 119.61 | 37.95 | 1.42 |
+ ---------|---------|---------|---------|
+ 159.97 | 119.61 | 36.28 | 1.44 |
+ ---------|---------|---------|---------|
+ 159.97 | 119.61 | 34.61 | 1.47 |
+ ---------|---------|---------|---------|
+ 159.97 | 119.61 | 32.95 | 1.56 |
+ ---------|---------|---------|---------|
+ 159.97 | 119.61 | 31.28 | 1.69 |
+ ---------|---------|---------|---------|
+ 159.97 | 119.61 | 29.61 | 1.89 |
+ ---------|---------|---------|---------|
+ 159.97 | 119.61 | 27.95 | 1.97 |
+ ---------|---------|---------|---------|
+ 159.97 | 119.61 | 26.28 | 1.95 |
+ ---------|---------|---------|---------|
+ 159.97 | 119.61 | 24.61 | 1.92 |
+ ---------|---------|---------|---------|
+ 159.97 | 121.37 | 41.37 | 1.43 |
+ ---------|---------|---------|---------|
+ 159.97 | 121.37 | 39.70 | 1.46 |
+ ---------|---------|---------|---------|
+ 159.97 | 121.37 | 38.04 | 1.48 |
+ ---------|---------|---------|---------|
+ 159.97 | 121.37 | 36.37 | 1.50 |
+ ---------|---------|---------|---------|
+ 159.97 | 121.37 | 34.70 | 1.58 |
+ ---------|---------|---------|---------|
+ 159.97 | 121.37 | 33.04 | 1.70 |
+ ---------|---------|---------|---------|
+ 159.97 | 121.37 | 31.37 | 1.90 |
+ ---------|---------|---------|---------|
+ 159.97 | 121.37 | 29.70 | 1.97 |
+ ---------|---------|---------|---------|
+ 159.97 | 121.37 | 28.04 | 1.94 |
+ ---------|---------|---------|---------|
+ 159.97 | 121.37 | 26.37 | 1.95 |
+ ---------|---------|---------|---------|
+ 162.36 | 105.55 | 25.55 | 1.19 |
+ ---------|---------|---------|---------|
+ 162.36 | 105.55 | 23.88 | 1.29 |
+ ---------|---------|---------|---------|
+ 162.36 | 105.55 | 22.22 | 1.46 |
+ ---------|---------|---------|---------|
+ 162.36 | 105.55 | 20.55 | 1.53 |
+ ---------|---------|---------|---------|
+ 162.36 | 105.55 | 18.88 | 1.66 |
+ ---------|---------|---------|---------|
+ 162.36 | 105.55 | 17.22 | 1.80 |
+ ---------|---------|---------|---------|
+ 162.36 | 105.55 | 15.55 | 2.05 |
+ ---------|---------|---------|---------|
+ 162.36 | 105.55 | 13.88 | 2.31 |
+ ---------|---------|---------|---------|
+ 162.36 | 105.55 | 12.22 | 2.39 |
+ ---------|---------|---------|---------|
+ 162.36 | 105.55 | 10.55 | 2.39 |
+ ---------|---------|---------|---------|
+ 162.36 | 107.31 | 27.31 | 1.18 |
+ ---------|---------|---------|---------|
+ 162.36 | 107.31 | 25.64 | 1.24 |
+ ---------|---------|---------|---------|
+ 162.36 | 107.31 | 23.97 | 1.35 |
+ ---------|---------|---------|---------|
+ 162.36 | 107.31 | 22.31 | 1.53 |
+ ---------|---------|---------|---------|
+ 162.36 | 107.31 | 20.64 | 1.58 |
+ ---------|---------|---------|---------|
+ 162.36 | 107.31 | 18.97 | 1.72 |
+ ---------|---------|---------|---------|
+ 162.36 | 107.31 | 17.31 | 1.92 |
+ ---------|---------|---------|---------|
+ 162.36 | 107.31 | 15.64 | 2.09 |
+ ---------|---------|---------|---------|
+ 162.36 | 107.31 | 13.97 | 2.10 |
+ ---------|---------|---------|---------|
+ 162.36 | 107.31 | 12.31 | 2.17 |
+ ---------|---------|---------|---------|
+ 162.36 | 109.06 | 29.06 | 1.19 |
+ ---------|---------|---------|---------|
+ 162.36 | 109.06 | 27.40 | 1.22 |
+ ---------|---------|---------|---------|
+ 162.36 | 109.06 | 25.73 | 1.29 |
+ ---------|---------|---------|---------|
+ 162.36 | 109.06 | 24.06 | 1.43 |
+ ---------|---------|---------|---------|
+ 162.36 | 109.06 | 22.40 | 1.60 |
+ ---------|---------|---------|---------|
+ 162.36 | 109.06 | 20.73 | 1.66 |
+ ---------|---------|---------|---------|
+ 162.36 | 109.06 | 19.06 | 1.84 |
+ ---------|---------|---------|---------|
+ 162.36 | 109.06 | 17.40 | 1.97 |
+ ---------|---------|---------|---------|
+ 162.36 | 109.06 | 15.73 | 1.94 |
+ ---------|---------|---------|---------|
+ 162.36 | 109.06 | 14.06 | 1.97 |
+ ---------|---------|---------|---------|
+ 162.36 | 110.82 | 30.82 | 1.21 |
+ ---------|---------|---------|---------|
+ 162.36 | 110.82 | 29.16 | 1.23 |
+ ---------|---------|---------|---------|
+ 162.36 | 110.82 | 27.49 | 1.26 |
+ ---------|---------|---------|---------|
+ 162.36 | 110.82 | 25.82 | 1.36 |
+ ---------|---------|---------|---------|
+ 162.36 | 110.82 | 24.16 | 1.52 |
+ ---------|---------|---------|---------|
+ 162.36 | 110.82 | 22.49 | 1.65 |
+ ---------|---------|---------|---------|
+ 162.36 | 110.82 | 20.82 | 1.80 |
+ ---------|---------|---------|---------|
+ 162.36 | 110.82 | 19.16 | 1.91 |
+ ---------|---------|---------|---------|
+ 162.36 | 110.82 | 17.49 | 1.85 |
+ ---------|---------|---------|---------|
+ 162.36 | 110.82 | 15.82 | 1.84 |
+ ---------|---------|---------|---------|
+ 162.36 | 112.58 | 32.58 | 1.23 |
+ ---------|---------|---------|---------|
+ 162.36 | 112.58 | 30.91 | 1.26 |
+ ---------|---------|---------|---------|
+ 162.36 | 112.58 | 29.25 | 1.26 |
+ ---------|---------|---------|---------|
+ 162.36 | 112.58 | 27.58 | 1.33 |
+ ---------|---------|---------|---------|
+ 162.36 | 112.58 | 25.91 | 1.47 |
+ ---------|---------|---------|---------|
+ 162.36 | 112.58 | 24.25 | 1.63 |
+ ---------|---------|---------|---------|
+ 162.36 | 112.58 | 22.58 | 1.77 |
+ ---------|---------|---------|---------|
+ 162.36 | 112.58 | 20.91 | 1.87 |
+ ---------|---------|---------|---------|
+ 162.36 | 112.58 | 19.25 | 1.80 |
+ ---------|---------|---------|---------|
+ 162.36 | 112.58 | 17.58 | 1.77 |
+ ---------|---------|---------|---------|
+ 162.36 | 114.34 | 34.34 | 1.26 |
+ ---------|---------|---------|---------|
+ 162.36 | 114.34 | 32.67 | 1.28 |
+ ---------|---------|---------|---------|
+ 162.36 | 114.34 | 31.01 | 1.29 |
+ ---------|---------|---------|---------|
+ 162.36 | 114.34 | 29.34 | 1.32 |
+ ---------|---------|---------|---------|
+ 162.36 | 114.34 | 27.67 | 1.43 |
+ ---------|---------|---------|---------|
+ 162.36 | 114.34 | 26.01 | 1.59 |
+ ---------|---------|---------|---------|
+ 162.36 | 114.34 | 24.34 | 1.79 |
+ ---------|---------|---------|---------|
+ 162.36 | 114.34 | 22.67 | 1.86 |
+ ---------|---------|---------|---------|
+ 162.36 | 114.34 | 21.01 | 1.77 |
+ ---------|---------|---------|---------|
+ 162.36 | 114.34 | 19.34 | 1.73 |
+ ---------|---------|---------|---------|
+ 162.36 | 116.10 | 36.10 | 1.28 |
+ ---------|---------|---------|---------|
+ 162.36 | 116.10 | 34.43 | 1.31 |
+ ---------|---------|---------|---------|
+ 162.36 | 116.10 | 32.76 | 1.32 |
+ ---------|---------|---------|---------|
+ 162.36 | 116.10 | 31.10 | 1.34 |
+ ---------|---------|---------|---------|
+ 162.36 | 116.10 | 29.43 | 1.41 |
+ ---------|---------|---------|---------|
+ 162.36 | 116.10 | 27.76 | 1.55 |
+ ---------|---------|---------|---------|
+ 162.36 | 116.10 | 26.10 | 1.76 |
+ ---------|---------|---------|---------|
+ 162.36 | 116.10 | 24.43 | 1.86 |
+ ---------|---------|---------|---------|
+ 162.36 | 116.10 | 22.76 | 1.76 |
+ ---------|---------|---------|---------|
+ 162.36 | 116.10 | 21.10 | 1.72 |
+ ---------|---------|---------|---------|
+ 162.36 | 117.86 | 37.86 | 1.31 |
+ ---------|---------|---------|---------|
+ 162.36 | 117.86 | 36.19 | 1.34 |
+ ---------|---------|---------|---------|
+ 162.36 | 117.86 | 34.52 | 1.36 |
+ ---------|---------|---------|---------|
+ 162.36 | 117.86 | 32.86 | 1.37 |
+ ---------|---------|---------|---------|
+ 162.36 | 117.86 | 31.19 | 1.41 |
+ ---------|---------|---------|---------|
+ 162.36 | 117.86 | 29.52 | 1.53 |
+ ---------|---------|---------|---------|
+ 162.36 | 117.86 | 27.86 | 1.73 |
+ ---------|---------|---------|---------|
+ 162.36 | 117.86 | 26.19 | 1.88 |
+ ---------|---------|---------|---------|
+ 162.36 | 117.86 | 24.52 | 1.76 |
+ ---------|---------|---------|---------|
+ 162.36 | 117.86 | 22.86 | 1.71 |
+ ---------|---------|---------|---------|
+ 162.36 | 119.61 | 39.61 | 1.34 |
+ ---------|---------|---------|---------|
+ 162.36 | 119.61 | 37.95 | 1.37 |
+ ---------|---------|---------|---------|
+ 162.36 | 119.61 | 36.28 | 1.40 |
+ ---------|---------|---------|---------|
+ 162.36 | 119.61 | 34.61 | 1.40 |
+ ---------|---------|---------|---------|
+ 162.36 | 119.61 | 32.95 | 1.43 |
+ ---------|---------|---------|---------|
+ 162.36 | 119.61 | 31.28 | 1.52 |
+ ---------|---------|---------|---------|
+ 162.36 | 119.61 | 29.61 | 1.71 |
+ ---------|---------|---------|---------|
+ 162.36 | 119.61 | 27.95 | 1.87 |
+ ---------|---------|---------|---------|
+ 162.36 | 119.61 | 26.28 | 1.78 |
+ ---------|---------|---------|---------|
+ 162.36 | 119.61 | 24.61 | 1.71 |
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+ 162.36 | 121.37 | 41.37 | 1.37 |
+ ---------|---------|---------|---------|
+ 162.36 | 121.37 | 39.70 | 1.41 |
+ ---------|---------|---------|---------|
+ 162.36 | 121.37 | 38.04 | 1.43 |
+ ---------|---------|---------|---------|
+ 162.36 | 121.37 | 36.37 | 1.44 |
+ ---------|---------|---------|---------|
+ 162.36 | 121.37 | 34.70 | 1.46 |
+ ---------|---------|---------|---------|
+ 162.36 | 121.37 | 33.04 | 1.53 |
+ ---------|---------|---------|---------|
+ 162.36 | 121.37 | 31.37 | 1.70 |
+ ---------|---------|---------|---------|
+ 162.36 | 121.37 | 29.70 | 1.86 |
+ ---------|---------|---------|---------|
+ 162.36 | 121.37 | 28.04 | 1.82 |
+ ---------|---------|---------|---------|
+ 162.36 | 121.37 | 26.37 | 1.72 |
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+ 164.74 | 105.55 | 25.55 | 1.30 |
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+ 164.74 | 105.55 | 23.88 | 1.35 |
+ ---------|---------|---------|---------|
+ 164.74 | 105.55 | 22.22 | 1.32 |
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+ 164.74 | 105.55 | 20.55 | 1.41 |
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+ 164.74 | 105.55 | 18.88 | 1.55 |
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+ 164.74 | 105.55 | 17.22 | 1.72 |
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+ 164.74 | 105.55 | 15.55 | 1.98 |
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+ 164.74 | 105.55 | 13.88 | 2.22 |
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+ 164.74 | 105.55 | 12.22 | 2.15 |
+ ---------|---------|---------|---------|
+ 164.74 | 105.55 | 10.55 | 2.15 |
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+ 164.74 | 107.31 | 27.31 | 1.26 |
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+ 164.74 | 107.31 | 25.64 | 1.31 |
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+ 164.74 | 107.31 | 23.97 | 1.34 |
+ ---------|---------|---------|---------|
+ 164.74 | 107.31 | 22.31 | 1.35 |
+ ---------|---------|---------|---------|
+ 164.74 | 107.31 | 20.64 | 1.46 |
+ ---------|---------|---------|---------|
+ 164.74 | 107.31 | 18.97 | 1.60 |
+ ---------|---------|---------|---------|
+ 164.74 | 107.31 | 17.31 | 1.82 |
+ ---------|---------|---------|---------|
+ 164.74 | 107.31 | 15.64 | 2.05 |
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+ 164.74 | 107.31 | 13.97 | 1.98 |
+ ---------|---------|---------|---------|
+ 164.74 | 107.31 | 12.31 | 1.96 |
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+ 164.74 | 109.06 | 29.06 | 1.24 |
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+ 164.74 | 109.06 | 27.40 | 1.28 |
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+ 164.74 | 109.06 | 25.73 | 1.32 |
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+ 164.74 | 109.06 | 24.06 | 1.33 |
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+ 164.74 | 109.06 | 22.40 | 1.41 |
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+ 164.74 | 109.06 | 20.73 | 1.53 |
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+ 164.74 | 109.06 | 19.06 | 1.72 |
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+ 164.74 | 109.06 | 17.40 | 1.92 |
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+ 164.74 | 109.06 | 15.73 | 1.87 |
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+ 164.74 | 109.06 | 14.06 | 1.84 |
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+ 164.74 | 110.82 | 30.82 | 1.23 |
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+ 164.74 | 110.82 | 29.16 | 1.27 |
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+ 164.74 | 110.82 | 27.49 | 1.31 |
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+ 164.74 | 110.82 | 25.82 | 1.35 |
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+ 164.74 | 110.82 | 24.16 | 1.38 |
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+ 164.74 | 110.82 | 22.49 | 1.49 |
+ ---------|---------|---------|---------|
+ 164.74 | 110.82 | 20.82 | 1.65 |
+ ---------|---------|---------|---------|
+ 164.74 | 110.82 | 19.16 | 1.84 |
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+ 164.74 | 110.82 | 17.49 | 1.77 |
+ ---------|---------|---------|---------|
+ 164.74 | 110.82 | 15.82 | 1.77 |
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+ 164.74 | 112.58 | 32.58 | 1.23 |
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+ 164.74 | 112.58 | 30.91 | 1.27 |
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+ 164.74 | 112.58 | 29.25 | 1.31 |
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+ 164.74 | 112.58 | 27.58 | 1.34 |
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+ 164.74 | 112.58 | 25.91 | 1.41 |
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+ 164.74 | 112.58 | 24.25 | 1.46 |
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+ 164.74 | 112.58 | 22.58 | 1.61 |
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+ 164.74 | 112.58 | 20.91 | 1.79 |
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+ 164.74 | 112.58 | 19.25 | 1.71 |
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+ 164.74 | 112.58 | 17.58 | 1.68 |
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+ 164.74 | 114.34 | 34.34 | 1.24 |
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+ 164.74 | 114.34 | 32.67 | 1.28 |
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+ 164.74 | 114.34 | 31.01 | 1.31 |
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+ 164.74 | 114.34 | 29.34 | 1.34 |
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+ 164.74 | 114.34 | 27.67 | 1.39 |
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+ 164.74 | 114.34 | 26.01 | 1.47 |
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+ 164.74 | 114.34 | 24.34 | 1.58 |
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+ 164.74 | 114.34 | 22.67 | 1.75 |
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+ 164.74 | 114.34 | 21.01 | 1.68 |
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+ 164.74 | 114.34 | 19.34 | 1.63 |
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+ 164.74 | 116.10 | 36.10 | 1.26 |
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+ 164.74 | 116.10 | 34.43 | 1.30 |
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+ 164.74 | 116.10 | 32.76 | 1.33 |
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+ 164.74 | 116.10 | 31.10 | 1.35 |
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+ 164.74 | 116.10 | 29.43 | 1.38 |
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+ 164.74 | 116.10 | 27.76 | 1.47 |
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+ 164.74 | 116.10 | 26.10 | 1.56 |
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+ 164.74 | 116.10 | 24.43 | 1.73 |
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+ 164.74 | 116.10 | 22.76 | 1.67 |
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+ 164.74 | 116.10 | 21.10 | 1.60 |
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+ 164.74 | 117.86 | 37.86 | 1.28 |
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+ 164.74 | 117.86 | 34.52 | 1.35 |
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+ 164.74 | 117.86 | 32.86 | 1.36 |
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+ 164.74 | 117.86 | 31.19 | 1.39 |
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+ 164.74 | 117.86 | 29.52 | 1.46 |
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+ 164.74 | 117.86 | 27.86 | 1.59 |
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+ 164.74 | 117.86 | 26.19 | 1.72 |
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+ 164.74 | 117.86 | 24.52 | 1.67 |
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+ 164.74 | 117.86 | 22.86 | 1.60 |
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+ 164.74 | 119.61 | 39.61 | 1.31 |
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+ 164.74 | 119.61 | 34.61 | 1.39 |
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+ 164.74 | 119.61 | 31.28 | 1.45 |
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+ 164.74 | 119.61 | 29.61 | 1.58 |
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+ 164.74 | 119.61 | 27.95 | 1.72 |
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+ 164.74 | 121.37 | 33.04 | 1.46 |
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+ 164.74 | 121.37 | 28.04 | 1.67 |
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+ 167.13 | 119.61 | 31.28 | 1.47 |
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+ 167.13 | 121.37 | 33.04 | 1.48 |
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+ 169.51 | 105.55 | 12.22 | 2.06 |
+ ---------|---------|---------|---------|
+ 169.51 | 105.55 | 10.55 | 1.89 |
+ ---------|---------|---------|---------|
+ 169.51 | 107.31 | 27.31 | 1.37 |
+ ---------|---------|---------|---------|
+ 169.51 | 107.31 | 25.64 | 1.42 |
+ ---------|---------|---------|---------|
+ 169.51 | 107.31 | 23.97 | 1.46 |
+ ---------|---------|---------|---------|
+ 169.51 | 107.31 | 22.31 | 1.47 |
+ ---------|---------|---------|---------|
+ 169.51 | 107.31 | 20.64 | 1.46 |
+ ---------|---------|---------|---------|
+ 169.51 | 107.31 | 18.97 | 1.50 |
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+ 169.51 | 107.31 | 17.31 | 1.76 |
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+ 169.51 | 107.31 | 15.64 | 1.96 |
+ ---------|---------|---------|---------|
+ 169.51 | 107.31 | 13.97 | 1.92 |
+ ---------|---------|---------|---------|
+ 169.51 | 107.31 | 12.31 | 1.80 |
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+ 169.51 | 109.06 | 29.06 | 1.40 |
+ ---------|---------|---------|---------|
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+ 169.51 | 109.06 | 25.73 | 1.43 |
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+ ---------|---------|---------|---------|
+ 169.51 | 109.06 | 22.40 | 1.44 |
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+ 169.51 | 109.06 | 20.73 | 1.45 |
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+ 169.51 | 109.06 | 19.06 | 1.67 |
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+ 169.51 | 109.06 | 17.40 | 1.85 |
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+ 169.51 | 109.06 | 15.73 | 1.81 |
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+ 169.51 | 109.06 | 14.06 | 1.75 |
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+ 169.51 | 110.82 | 30.82 | 1.37 |
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+ 169.51 | 110.82 | 22.49 | 1.42 |
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+ 169.51 | 110.82 | 20.82 | 1.60 |
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+ 169.51 | 110.82 | 17.49 | 1.73 |
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+ 169.51 | 110.82 | 15.82 | 1.70 |
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+ 169.51 | 112.58 | 30.91 | 1.41 |
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+ 169.51 | 112.58 | 27.58 | 1.44 |
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+ 169.51 | 112.58 | 22.58 | 1.54 |
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+ 169.51 | 112.58 | 17.58 | 1.65 |
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+ 169.51 | 114.34 | 29.34 | 1.44 |
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+ 169.51 | 114.34 | 19.34 | 1.62 |
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+ 169.51 | 116.10 | 29.43 | 1.46 |
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+ 169.51 | 116.10 | 27.76 | 1.44 |
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+ 169.51 | 117.86 | 31.19 | 1.47 |
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+ 169.51 | 117.86 | 29.52 | 1.46 |
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+ 169.51 | 119.61 | 34.61 | 1.48 |
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+ 169.51 | 119.61 | 32.95 | 1.52 |
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+ 169.51 | 119.61 | 31.28 | 1.47 |
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+ 169.51 | 119.61 | 27.95 | 1.56 |
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+ 169.51 | 119.61 | 26.28 | 1.52 |
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+ 169.51 | 121.37 | 38.04 | 1.41 |
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+ 169.51 | 121.37 | 36.37 | 1.48 |
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+ 169.51 | 121.37 | 31.37 | 1.56 |
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+ 171.90 | 105.55 | 22.22 | 1.67 |
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+ 171.90 | 105.55 | 10.55 | 2.00 |
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+ 171.90 | 107.31 | 20.64 | 1.66 |
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+ 171.90 | 107.31 | 18.97 | 1.67 |
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+ 171.90 | 107.31 | 17.31 | 1.78 |
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+ 171.90 | 107.31 | 12.31 | 1.86 |
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+ 174.28 | 119.61 | 39.61 | 1.44 |
+ ---------|---------|---------|---------|
+ 174.28 | 119.61 | 37.95 | 1.51 |
+ ---------|---------|---------|---------|
+ 174.28 | 119.61 | 36.28 | 1.53 |
+ ---------|---------|---------|---------|
+ 174.28 | 119.61 | 34.61 | 1.59 |
+ ---------|---------|---------|---------|
+ 174.28 | 119.61 | 32.95 | 1.64 |
+ ---------|---------|---------|---------|
+ 174.28 | 119.61 | 31.28 | 1.74 |
+ ---------|---------|---------|---------|
+ 174.28 | 119.61 | 29.61 | 1.84 |
+ ---------|---------|---------|---------|
+ 174.28 | 119.61 | 27.95 | 1.86 |
+ ---------|---------|---------|---------|
+ 174.28 | 119.61 | 26.28 | 1.64 |
+ ---------|---------|---------|---------|
+ 174.28 | 119.61 | 24.61 | 1.50 |
+ ---------|---------|---------|---------|
+ 174.28 | 121.37 | 41.37 | 1.42 |
+ ---------|---------|---------|---------|
+ 174.28 | 121.37 | 39.70 | 1.50 |
+ ---------|---------|---------|---------|
+ 174.28 | 121.37 | 38.04 | 1.56 |
+ ---------|---------|---------|---------|
+ 174.28 | 121.37 | 36.37 | 1.58 |
+ ---------|---------|---------|---------|
+ 174.28 | 121.37 | 34.70 | 1.63 |
+ ---------|---------|---------|---------|
+ 174.28 | 121.37 | 33.04 | 1.72 |
+ ---------|---------|---------|---------|
+ 174.28 | 121.37 | 31.37 | 1.82 |
+ ---------|---------|---------|---------|
+ 174.28 | 121.37 | 29.70 | 1.83 |
+ ---------|---------|---------|---------|
+ 174.28 | 121.37 | 28.04 | 1.65 |
+ ---------|---------|---------|---------|
+ 174.28 | 121.37 | 26.37 | 1.48 |
+ ---------|---------|---------|---------|
+ 176.67 | 105.55 | 25.55 | 1.95 |
+ ---------|---------|---------|---------|
+ 176.67 | 105.55 | 23.88 | 2.09 |
+ ---------|---------|---------|---------|
+ 176.67 | 105.55 | 22.22 | 2.22 |
+ ---------|---------|---------|---------|
+ 176.67 | 105.55 | 20.55 | 2.38 |
+ ---------|---------|---------|---------|
+ 176.67 | 105.55 | 18.88 | 2.56 |
+ ---------|---------|---------|---------|
+ 176.67 | 105.55 | 17.22 | 2.72 |
+ ---------|---------|---------|---------|
+ 176.67 | 105.55 | 15.55 | 2.72 |
+ ---------|---------|---------|---------|
+ 176.67 | 105.55 | 13.88 | 2.45 |
+ ---------|---------|---------|---------|
+ 176.67 | 105.55 | 12.22 | 2.00 |
+ ---------|---------|---------|---------|
+ 176.67 | 105.55 | 10.55 | 2.04 |
+ ---------|---------|---------|---------|
+ 176.67 | 107.31 | 27.31 | 1.85 |
+ ---------|---------|---------|---------|
+ 176.67 | 107.31 | 25.64 | 1.95 |
+ ---------|---------|---------|---------|
+ 176.67 | 107.31 | 23.97 | 2.09 |
+ ---------|---------|---------|---------|
+ 176.67 | 107.31 | 22.31 | 2.23 |
+ ---------|---------|---------|---------|
+ 176.67 | 107.31 | 20.64 | 2.40 |
+ ---------|---------|---------|---------|
+ 176.67 | 107.31 | 18.97 | 2.58 |
+ ---------|---------|---------|---------|
+ 176.67 | 107.31 | 17.31 | 2.62 |
+ ---------|---------|---------|---------|
+ 176.67 | 107.31 | 15.64 | 2.43 |
+ ---------|---------|---------|---------|
+ 176.67 | 107.31 | 13.97 | 1.93 |
+ ---------|---------|---------|---------|
+ 176.67 | 107.31 | 12.31 | 1.88 |
+ ---------|---------|---------|---------|
+ 176.67 | 109.06 | 29.06 | 1.75 |
+ ---------|---------|---------|---------|
+ 176.67 | 109.06 | 27.40 | 1.86 |
+ ---------|---------|---------|---------|
+ 176.67 | 109.06 | 25.73 | 1.97 |
+ ---------|---------|---------|---------|
+ 176.67 | 109.06 | 24.06 | 2.09 |
+ ---------|---------|---------|---------|
+ 176.67 | 109.06 | 22.40 | 2.27 |
+ ---------|---------|---------|---------|
+ 176.67 | 109.06 | 20.73 | 2.45 |
+ ---------|---------|---------|---------|
+ 176.67 | 109.06 | 19.06 | 2.53 |
+ ---------|---------|---------|---------|
+ 176.67 | 109.06 | 17.40 | 2.40 |
+ ---------|---------|---------|---------|
+ 176.67 | 109.06 | 15.73 | 1.93 |
+ ---------|---------|---------|---------|
+ 176.67 | 109.06 | 14.06 | 1.77 |
+ ---------|---------|---------|---------|
+ 176.67 | 110.82 | 30.82 | 1.67 |
+ ---------|---------|---------|---------|
+ 176.67 | 110.82 | 29.16 | 1.76 |
+ ---------|---------|---------|---------|
+ 176.67 | 110.82 | 27.49 | 1.89 |
+ ---------|---------|---------|---------|
+ 176.67 | 110.82 | 25.82 | 1.99 |
+ ---------|---------|---------|---------|
+ 176.67 | 110.82 | 24.16 | 2.16 |
+ ---------|---------|---------|---------|
+ 176.67 | 110.82 | 22.49 | 2.35 |
+ ---------|---------|---------|---------|
+ 176.67 | 110.82 | 20.82 | 2.45 |
+ ---------|---------|---------|---------|
+ 176.67 | 110.82 | 19.16 | 2.35 |
+ ---------|---------|---------|---------|
+ 176.67 | 110.82 | 17.49 | 1.96 |
+ ---------|---------|---------|---------|
+ 176.67 | 110.82 | 15.82 | 1.70 |
+ ---------|---------|---------|---------|
+ 176.67 | 112.58 | 32.58 | 1.62 |
+ ---------|---------|---------|---------|
+ 176.67 | 112.58 | 30.91 | 1.69 |
+ ---------|---------|---------|---------|
+ 176.67 | 112.58 | 29.25 | 1.79 |
+ ---------|---------|---------|---------|
+ 176.67 | 112.58 | 27.58 | 1.93 |
+ ---------|---------|---------|---------|
+ 176.67 | 112.58 | 25.91 | 2.07 |
+ ---------|---------|---------|---------|
+ 176.67 | 112.58 | 24.25 | 2.26 |
+ ---------|---------|---------|---------|
+ 176.67 | 112.58 | 22.58 | 2.38 |
+ ---------|---------|---------|---------|
+ 176.67 | 112.58 | 20.91 | 2.30 |
+ ---------|---------|---------|---------|
+ 176.67 | 112.58 | 19.25 | 1.97 |
+ ---------|---------|---------|---------|
+ 176.67 | 112.58 | 17.58 | 1.64 |
+ ---------|---------|---------|---------|
+ 176.67 | 114.34 | 34.34 | 1.57 |
+ ---------|---------|---------|---------|
+ 176.67 | 114.34 | 32.67 | 1.65 |
+ ---------|---------|---------|---------|
+ 176.67 | 114.34 | 31.01 | 1.73 |
+ ---------|---------|---------|---------|
+ 176.67 | 114.34 | 29.34 | 1.84 |
+ ---------|---------|---------|---------|
+ 176.67 | 114.34 | 27.67 | 2.00 |
+ ---------|---------|---------|---------|
+ 176.67 | 114.34 | 26.01 | 2.18 |
+ ---------|---------|---------|---------|
+ 176.67 | 114.34 | 24.34 | 2.31 |
+ ---------|---------|---------|---------|
+ 176.67 | 114.34 | 22.67 | 2.26 |
+ ---------|---------|---------|---------|
+ 176.67 | 114.34 | 21.01 | 1.97 |
+ ---------|---------|---------|---------|
+ 176.67 | 114.34 | 19.34 | 1.60 |
+ ---------|---------|---------|---------|
+ 176.67 | 116.10 | 36.10 | 1.55 |
+ ---------|---------|---------|---------|
+ 176.67 | 116.10 | 34.43 | 1.61 |
+ ---------|---------|---------|---------|
+ 176.67 | 116.10 | 32.76 | 1.69 |
+ ---------|---------|---------|---------|
+ 176.67 | 116.10 | 31.10 | 1.78 |
+ ---------|---------|---------|---------|
+ 176.67 | 116.10 | 29.43 | 1.93 |
+ ---------|---------|---------|---------|
+ 176.67 | 116.10 | 27.76 | 2.12 |
+ ---------|---------|---------|---------|
+ 176.67 | 116.10 | 26.10 | 2.26 |
+ ---------|---------|---------|---------|
+ 176.67 | 116.10 | 24.43 | 2.21 |
+ ---------|---------|---------|---------|
+ 176.67 | 116.10 | 22.76 | 1.96 |
+ ---------|---------|---------|---------|
+ 176.67 | 116.10 | 21.10 | 1.57 |
+ ---------|---------|---------|---------|
+ 176.67 | 117.86 | 37.86 | 1.53 |
+ ---------|---------|---------|---------|
+ 176.67 | 117.86 | 36.19 | 1.59 |
+ ---------|---------|---------|---------|
+ 176.67 | 117.86 | 34.52 | 1.66 |
+ ---------|---------|---------|---------|
+ 176.67 | 117.86 | 32.86 | 1.74 |
+ ---------|---------|---------|---------|
+ 176.67 | 117.86 | 31.19 | 1.86 |
+ ---------|---------|---------|---------|
+ 176.67 | 117.86 | 29.52 | 2.07 |
+ ---------|---------|---------|---------|
+ 176.67 | 117.86 | 27.86 | 2.20 |
+ ---------|---------|---------|---------|
+ 176.67 | 117.86 | 26.19 | 2.17 |
+ ---------|---------|---------|---------|
+ 176.67 | 117.86 | 24.52 | 1.94 |
+ ---------|---------|---------|---------|
+ 176.67 | 117.86 | 22.86 | 1.54 | Circle cuts surface > 2 times =>
+ " | " | " | " | Piece X=159.20 till 184.27 taken.
+ ---------|---------|---------|---------|
+ 176.67 | 119.61 | 39.61 | 1.55 |
+ ---------|---------|---------|---------|
+ 176.67 | 119.61 | 37.95 | 1.57 |
+ ---------|---------|---------|---------|
+ 176.67 | 119.61 | 36.28 | 1.64 |
+ ---------|---------|---------|---------|
+ 176.67 | 119.61 | 34.61 | 1.71 |
+ ---------|---------|---------|---------|
+ 176.67 | 119.61 | 32.95 | 1.81 |
+ ---------|---------|---------|---------|
+ 176.67 | 119.61 | 31.28 | 1.99 |
+ ---------|---------|---------|---------|
+ 176.67 | 119.61 | 29.61 | 2.17 |
+ ---------|---------|---------|---------|
+ 176.67 | 119.61 | 27.95 | 2.13 |
+ ---------|---------|---------|---------|
+ 176.67 | 119.61 | 26.28 | 1.93 |
+ ---------|---------|---------|---------|
+ 176.67 | 119.61 | 24.61 | 1.60 |
+ ---------|---------|---------|---------|
+ 176.67 | 121.37 | 41.37 | 1.53 |
+ ---------|---------|---------|---------|
+ 176.67 | 121.37 | 39.70 | 1.58 |
+ ---------|---------|---------|---------|
+ 176.67 | 121.37 | 38.04 | 1.62 |
+ ---------|---------|---------|---------|
+ 176.67 | 121.37 | 36.37 | 1.69 |
+ ---------|---------|---------|---------|
+ 176.67 | 121.37 | 34.70 | 1.77 |
+ ---------|---------|---------|---------|
+ 176.67 | 121.37 | 33.04 | 1.94 |
+ ---------|---------|---------|---------|
+ 176.67 | 121.37 | 31.37 | 2.13 |
+ ---------|---------|---------|---------|
+ 176.67 | 121.37 | 29.70 | 2.10 |
+ ---------|---------|---------|---------|
+ 176.67 | 121.37 | 28.04 | 1.91 |
+ ---------|---------|---------|---------|
+ 176.67 | 121.37 | 26.37 | 1.62 |
+ 179.06 | 105.55 | 25.55 | 2.32 |
+ 179.06 | 105.55 | 23.88 | 2.50 |
+ 179.06 | 105.55 | 22.22 | 2.75 |
+ 179.06 | 105.55 | 20.55 | 3.05 |
+ 179.06 | 105.55 | 18.88 | 3.39 |
+ 179.06 | 105.55 | 17.22 | 3.74 |
+ 179.06 | 105.55 | 15.55 | 4.00 |
+ 179.06 | 105.55 | 13.88 | 3.80 |
+ 179.06 | 105.55 | 12.22 | 2.97 |
+ 179.06 | 105.55 | 10.55 | 2.02 |
+ 179.06 | 107.31 | 27.31 | 2.16 |
+ 179.06 | 107.31 | 25.64 | 2.32 |
+ 179.06 | 107.31 | 23.97 | 2.50 |
+ 179.06 | 107.31 | 22.31 | 2.76 |
+ 179.06 | 107.31 | 20.64 | 3.06 |
+ 179.06 | 107.31 | 18.97 | 3.42 |
+ 179.06 | 107.31 | 17.31 | 3.71 |
+ 179.06 | 107.31 | 15.64 | 3.58 |
+ 179.06 | 107.31 | 13.97 | 3.00 |
+ 179.06 | 107.31 | 12.31 | 1.96 |
+ 179.06 | 109.06 | 29.06 | 2.03 |
+ 179.06 | 109.06 | 27.40 | 2.17 |
+ 179.06 | 109.06 | 25.73 | 2.32 |
+ 179.06 | 109.06 | 24.06 | 2.56 |
+ 179.06 | 109.06 | 22.40 | 2.84 |
+ 179.06 | 109.06 | 20.73 | 3.17 |
+ 179.06 | 109.06 | 19.06 | 3.45 |
+ 179.06 | 109.06 | 17.40 | 3.39 |
+ 179.06 | 109.06 | 15.73 | 2.96 |
+ 179.06 | 109.06 | 14.06 | 2.01 |
+ 179.06 | 110.82 | 30.82 | 1.90 |
+ 179.06 | 110.82 | 29.16 | 2.05 |
+ 179.06 | 110.82 | 27.49 | 2.18 |
+ 179.06 | 110.82 | 25.82 | 2.39 |
+ 179.06 | 110.82 | 24.16 | 2.65 |
+ 179.06 | 110.82 | 22.49 | 2.96 |
+ 179.06 | 110.82 | 20.82 | 3.25 |
+ 179.06 | 110.82 | 19.16 | 3.21 |
+ 179.06 | 110.82 | 17.49 | 2.88 |
+ 179.06 | 110.82 | 15.82 | 2.13 |
+ 179.06 | 112.58 | 32.58 | 1.82 |
+ 179.06 | 112.58 | 30.91 | 1.94 |
+ 179.06 | 112.58 | 29.25 | 2.08 |
+ 179.06 | 112.58 | 27.58 | 2.26 |
+ 179.06 | 112.58 | 25.91 | 2.50 |
+ 179.06 | 112.58 | 24.25 | 2.79 |
+ 179.06 | 112.58 | 22.58 | 3.08 |
+ 179.06 | 112.58 | 20.91 | 3.06 |
+ 179.06 | 112.58 | 19.25 | 2.79 |
+ 179.06 | 112.58 | 17.58 | 2.20 |
+ 179.06 | 114.34 | 34.34 | 1.74 |
+ 179.06 | 114.34 | 32.67 | 1.85 |
+ 179.06 | 114.34 | 31.01 | 2.00 |
+ 179.06 | 114.34 | 29.34 | 2.16 |
+ 179.06 | 114.34 | 27.67 | 2.38 |
+ 179.06 | 114.34 | 26.01 | 2.65 |
+ 179.06 | 114.34 | 24.34 | 2.93 |
+ 179.06 | 114.34 | 22.67 | 2.93 |
+ 179.06 | 114.34 | 21.01 | 2.70 |
+ 179.06 | 114.34 | 19.34 | 2.23 |
+ 179.06 | 116.10 | 36.10 | 1.69 |
+ 179.06 | 116.10 | 34.43 | 1.78 |
+ 179.06 | 116.10 | 32.76 | 1.90 |
+ 179.06 | 116.10 | 31.10 | 2.08 |
+ 179.06 | 116.10 | 29.43 | 2.28 |
+ 179.06 | 116.10 | 27.76 | 2.53 |
+ 179.06 | 116.10 | 26.10 | 2.81 |
+ 179.06 | 116.10 | 24.43 | 2.81 |
+ 179.06 | 116.10 | 22.76 | 2.62 |
+ 179.06 | 116.10 | 21.10 | 2.22 |
+ 179.06 | 117.86 | 37.86 | 1.65 |
+ 179.06 | 117.86 | 36.19 | 1.74 |
+ 179.06 | 117.86 | 34.52 | 1.84 |
+ 179.06 | 117.86 | 32.86 | 1.98 |
+ 179.06 | 117.86 | 31.19 | 2.20 |
+ 179.06 | 117.86 | 29.52 | 2.43 |
+ 179.06 | 117.86 | 27.86 | 2.70 |
+ 179.06 | 117.86 | 26.19 | 2.71 |
+ 179.06 | 117.86 | 24.52 | 2.54 |
+ 179.06 | 117.86 | 22.86 | 2.21 |
+ 179.06 | 119.61 | 39.61 | 1.63 |
+ 179.06 | 119.61 | 37.95 | 1.70 |
+ 179.06 | 119.61 | 36.28 | 1.79 |
+ 179.06 | 119.61 | 34.61 | 1.91 |
+ 179.06 | 119.61 | 32.95 | 2.11 |
+ 179.06 | 119.61 | 31.28 | 2.35 |
+ 179.06 | 119.61 | 29.61 | 2.61 |
+ 179.06 | 119.61 | 27.95 | 2.62 |
+ 179.06 | 119.61 | 26.28 | 2.47 |
+ 179.06 | 119.61 | 24.61 | 2.18 |
+ 179.06 | 121.37 | 41.37 | 1.61 |
+ 179.06 | 121.37 | 39.70 | 1.68 |
+ 179.06 | 121.37 | 38.04 | 1.76 |
+ 179.06 | 121.37 | 36.37 | 1.86 |
+ 179.06 | 121.37 | 34.70 | 2.03 |
+ 179.06 | 121.37 | 33.04 | 2.29 |
+ 179.06 | 121.37 | 31.37 | 2.53 |
+ 179.06 | 121.37 | 29.70 | 2.54 |
+ 179.06 | 121.37 | 28.04 | 2.40 |
+ 179.06 | 121.37 | 26.37 | 2.15 |
+
+ The center point of the critical circle lies on the edge of the grid.
+
+ New grid with : X minimum = 157.59 [m]
+ X maximum = 179.06 [m]
+ Y minimum = 105.55 [m]
+ Y maximum = 121.37 [m]
+ tangent minimum = 66.67 [m]
+ tangent maximum = 81.67 [m]
+
+ Minimum safety factor per slip circle.
+ ======================================
+
+ X-coord | Y-coord | Radius | F |
+ [m] | [m] | [m] | |
+ ---------|---------|---------|---------|
+ 157.59 | 105.55 | 38.88 | 2.25 |
+ ---------|---------|---------|---------|
+ 157.59 | 105.55 | 37.22 | 2.06 |
+ ---------|---------|---------|---------|
+ 157.59 | 105.55 | 35.55 | 1.77 |
+ ---------|---------|---------|---------|
+ 157.59 | 105.55 | 33.88 | 1.20 |
+ ---------|---------|---------|---------|
+ 157.59 | 105.55 | 32.22 | 1.19 |
+ ---------|---------|---------|---------|
+ 157.59 | 105.55 | 30.55 | 1.16 |
+ ---------|---------|---------|---------|
+ 157.59 | 105.55 | 28.88 | 1.15 |
+ ---------|---------|---------|---------|
+ 157.59 | 105.55 | 27.22 | 1.22 |
+ ---------|---------|---------|---------|
+ 157.59 | 105.55 | 25.55 | 1.33 | Evaluated earlier.
+ 157.59 | 105.55 | 23.88 | 1.45 | Evaluated earlier.
+ 157.59 | 107.31 | 40.64 | 2.28 |
+ 157.59 | 107.31 | 38.97 | 2.08 |
+ 157.59 | 107.31 | 37.31 | 1.80 |
+ 157.59 | 107.31 | 35.64 | 1.22 |
+ 157.59 | 107.31 | 33.97 | 1.22 |
+ 157.59 | 107.31 | 32.31 | 1.20 |
+ 157.59 | 107.31 | 30.64 | 1.16 |
+ 157.59 | 107.31 | 28.97 | 1.21 |
+ 157.59 | 107.31 | 27.31 | 1.29 | Evaluated earlier.
+ 157.59 | 107.31 | 25.64 | 1.41 | Evaluated earlier.
+ 157.59 | 109.06 | 42.40 | 2.31 |
+ 157.59 | 109.06 | 40.73 | 2.11 |
+ 157.59 | 109.06 | 39.06 | 1.83 |
+ 157.59 | 109.06 | 37.40 | 1.24 |
+ 157.59 | 109.06 | 35.73 | 1.24 |
+ 157.59 | 109.06 | 34.06 | 1.24 |
+ 157.59 | 109.06 | 32.40 | 1.19 |
+ 157.59 | 109.06 | 30.73 | 1.21 |
+ 157.59 | 109.06 | 29.06 | 1.28 | Evaluated earlier.
+ 157.59 | 109.06 | 27.40 | 1.38 | Evaluated earlier.
+ 157.59 | 110.82 | 44.16 | 2.34 |
+ 157.59 | 110.82 | 42.49 | 2.15 |
+ 157.59 | 110.82 | 40.82 | 1.85 |
+ 157.59 | 110.82 | 39.16 | 1.27 |
+ 157.59 | 110.82 | 37.49 | 1.27 |
+ 157.59 | 110.82 | 35.82 | 1.27 |
+ 157.59 | 110.82 | 34.16 | 1.23 |
+ 157.59 | 110.82 | 32.49 | 1.24 |
+ 157.59 | 110.82 | 30.82 | 1.28 | Evaluated earlier.
+ 157.59 | 110.82 | 29.16 | 1.38 | Evaluated earlier.
+ 157.59 | 112.58 | 45.91 | 2.37 |
+ 157.59 | 112.58 | 44.25 | 2.19 |
+ 157.59 | 112.58 | 42.58 | 1.89 |
+ 157.59 | 112.58 | 40.91 | 1.29 |
+ 157.59 | 112.58 | 39.25 | 1.29 |
+ 157.59 | 112.58 | 37.58 | 1.30 |
+ 157.59 | 112.58 | 35.91 | 1.26 |
+ 157.59 | 112.58 | 34.25 | 1.27 |
+ 157.59 | 112.58 | 32.58 | 1.30 | Evaluated earlier.
+ 157.59 | 112.58 | 30.91 | 1.37 | Evaluated earlier.
+ 157.59 | 114.34 | 47.67 | 2.41 |
+ 157.59 | 114.34 | 46.01 | 2.22 |
+ 157.59 | 114.34 | 44.34 | 1.94 |
+ 157.59 | 114.34 | 42.67 | 1.32 |
+ 157.59 | 114.34 | 41.01 | 1.32 |
+ 157.59 | 114.34 | 39.34 | 1.33 |
+ 157.59 | 114.34 | 37.67 | 1.30 |
+ 157.59 | 114.34 | 36.01 | 1.32 |
+ 157.59 | 114.34 | 34.34 | 1.33 | Evaluated earlier.
+ 157.59 | 114.34 | 32.67 | 1.38 | Evaluated earlier.
+ 157.59 | 116.10 | 49.43 | 2.45 |
+ 157.59 | 116.10 | 47.76 | 2.25 |
+ 157.59 | 116.10 | 46.10 | 1.98 |
+ 157.59 | 116.10 | 44.43 | 1.35 |
+ 157.59 | 116.10 | 42.76 | 1.35 |
+ 157.59 | 116.10 | 41.10 | 1.36 |
+ 157.59 | 116.10 | 39.43 | 1.34 |
+ 157.59 | 116.10 | 37.76 | 1.35 |
+ 157.59 | 116.10 | 36.10 | 1.37 | Evaluated earlier.
+ 157.59 | 116.10 | 34.43 | 1.40 | Evaluated earlier.
+ 157.59 | 117.86 | 51.19 | 2.49 |
+ 157.59 | 117.86 | 49.52 | 2.29 |
+ 157.59 | 117.86 | 47.85 | 2.02 |
+ 157.59 | 117.86 | 46.19 | 1.38 |
+ 157.59 | 117.86 | 44.52 | 1.38 |
+ 157.59 | 117.86 | 42.85 | 1.39 |
+ 157.59 | 117.86 | 41.19 | 1.38 |
+ 157.59 | 117.86 | 39.52 | 1.39 |
+ 157.59 | 117.86 | 37.86 | 1.42 | Evaluated earlier.
+ 157.59 | 117.86 | 36.19 | 1.44 | Evaluated earlier.
+ 157.59 | 119.61 | 52.95 | 2.54 |
+ 157.59 | 119.61 | 51.28 | 2.33 |
+ 157.59 | 119.61 | 49.61 | 2.06 |
+ 157.59 | 119.61 | 47.95 | 1.41 |
+ 157.59 | 119.61 | 46.28 | 1.42 |
+ 157.59 | 119.61 | 44.61 | 1.42 |
+ 157.59 | 119.61 | 42.95 | 1.42 |
+ 157.59 | 119.61 | 41.28 | 1.43 |
+ 157.59 | 119.61 | 39.61 | 1.46 | Evaluated earlier.
+ 157.59 | 119.61 | 37.95 | 1.48 | Evaluated earlier.
+ 157.59 | 121.37 | 54.70 | 2.58 |
+ 157.59 | 121.37 | 53.04 | 2.37 |
+ 157.59 | 121.37 | 51.37 | 2.11 |
+ 157.59 | 121.37 | 49.70 | 1.44 |
+ 157.59 | 121.37 | 48.04 | 1.45 |
+ 157.59 | 121.37 | 46.37 | 1.46 |
+ 157.59 | 121.37 | 44.70 | 1.46 |
+ 157.59 | 121.37 | 43.04 | 1.46 |
+ 157.59 | 121.37 | 41.37 | 1.50 | Evaluated earlier.
+ 157.59 | 121.37 | 39.70 | 1.53 | Evaluated earlier.
+ ---------|---------|---------|---------|
+ 159.97 | 105.55 | 38.88 | 2.18 |
+ ---------|---------|---------|---------|
+ 159.97 | 105.55 | 37.22 | 1.96 |
+ ---------|---------|---------|---------|
+ 159.97 | 105.55 | 35.55 | 1.69 |
+ ---------|---------|---------|---------|
+ 159.97 | 105.55 | 33.88 | 1.14 |
+ ---------|---------|---------|---------|
+ 159.97 | 105.55 | 32.22 | 1.13 |
+ ---------|---------|---------|---------|
+ 159.97 | 105.55 | 30.55 | 1.12 |
+ ---------|---------|---------|---------|
+ 159.97 | 105.55 | 28.88 | 1.11 |
+ ---------|---------|---------|---------|
+ 159.97 | 105.55 | 27.22 | 1.14 |
+ ---------|---------|---------|---------|
+ 159.97 | 105.55 | 25.55 | 1.20 | Evaluated earlier.
+ 159.97 | 105.55 | 23.88 | 1.33 | Evaluated earlier.
+ 159.97 | 107.31 | 40.64 | 2.19 |
+ 159.97 | 107.31 | 38.97 | 1.98 |
+ 159.97 | 107.31 | 37.31 | 1.71 |
+ 159.97 | 107.31 | 35.64 | 1.16 |
+ 159.97 | 107.31 | 33.97 | 1.15 |
+ 159.97 | 107.31 | 32.31 | 1.13 |
+ 159.97 | 107.31 | 30.64 | 1.15 |
+ 159.97 | 107.31 | 28.97 | 1.15 |
+ 159.97 | 107.31 | 27.31 | 1.19 | Evaluated earlier.
+ 159.97 | 107.31 | 25.64 | 1.27 | Evaluated earlier.
+ 159.97 | 109.06 | 42.40 | 2.22 |
+ 159.97 | 109.06 | 40.73 | 2.01 |
+ 159.97 | 109.06 | 39.06 | 1.74 |
+ 159.97 | 109.06 | 37.40 | 1.17 |
+ 159.97 | 109.06 | 35.73 | 1.17 |
+ 159.97 | 109.06 | 34.06 | 1.14 |
+ 159.97 | 109.06 | 32.40 | 1.16 |
+ 159.97 | 109.06 | 30.73 | 1.17 |
+ 159.97 | 109.06 | 29.06 | 1.19 | Evaluated earlier.
+ 159.97 | 109.06 | 27.40 | 1.25 | Evaluated earlier.
+ 159.97 | 110.82 | 44.16 | 2.25 |
+ 159.97 | 110.82 | 42.49 | 2.04 |
+ 159.97 | 110.82 | 40.82 | 1.76 |
+ 159.97 | 110.82 | 39.16 | 1.19 |
+ 159.97 | 110.82 | 37.49 | 1.20 |
+ 159.97 | 110.82 | 35.82 | 1.17 |
+ 159.97 | 110.82 | 34.16 | 1.19 |
+ 159.97 | 110.82 | 32.49 | 1.21 |
+ 159.97 | 110.82 | 30.82 | 1.21 | Evaluated earlier.
+ 159.97 | 110.82 | 29.16 | 1.25 | Evaluated earlier.
+ 159.97 | 112.58 | 45.91 | 2.29 |
+ 159.97 | 112.58 | 44.25 | 2.08 |
+ 159.97 | 112.58 | 42.58 | 1.80 |
+ 159.97 | 112.58 | 40.91 | 1.22 |
+ 159.97 | 112.58 | 39.25 | 1.22 |
+ 159.97 | 112.58 | 37.58 | 1.21 |
+ 159.97 | 112.58 | 35.91 | 1.22 |
+ 159.97 | 112.58 | 34.25 | 1.23 |
+ 159.97 | 112.58 | 32.58 | 1.25 | Evaluated earlier.
+ 159.97 | 112.58 | 30.91 | 1.26 | Evaluated earlier.
+ 159.97 | 114.34 | 47.67 | 2.32 |
+ 159.97 | 114.34 | 46.01 | 2.12 |
+ 159.97 | 114.34 | 44.34 | 1.83 |
+ 159.97 | 114.34 | 42.67 | 1.25 |
+ 159.97 | 114.34 | 41.01 | 1.25 |
+ 159.97 | 114.34 | 39.34 | 1.24 |
+ 159.97 | 114.34 | 37.67 | 1.24 |
+ 159.97 | 114.34 | 36.01 | 1.27 |
+ 159.97 | 114.34 | 34.34 | 1.28 | Evaluated earlier.
+ 159.97 | 114.34 | 32.67 | 1.30 | Evaluated earlier.
+ 159.97 | 116.10 | 49.43 | 2.36 |
+ 159.97 | 116.10 | 47.76 | 2.16 |
+ 159.97 | 116.10 | 46.10 | 1.87 |
+ 159.97 | 116.10 | 44.43 | 1.27 |
+ 159.97 | 116.10 | 42.76 | 1.27 |
+ 159.97 | 116.10 | 41.10 | 1.28 |
+ 159.97 | 116.10 | 39.43 | 1.26 |
+ 159.97 | 116.10 | 37.76 | 1.30 |
+ 159.97 | 116.10 | 36.10 | 1.32 | Evaluated earlier.
+ 159.97 | 116.10 | 34.43 | 1.34 | Evaluated earlier.
+ 159.97 | 117.86 | 51.19 | 2.41 |
+ 159.97 | 117.86 | 49.52 | 2.21 |
+ 159.97 | 117.86 | 47.85 | 1.91 |
+ 159.97 | 117.86 | 46.19 | 1.30 |
+ 159.97 | 117.86 | 44.52 | 1.30 |
+ 159.97 | 117.86 | 42.85 | 1.30 |
+ 159.97 | 117.86 | 41.19 | 1.29 |
+ 159.97 | 117.86 | 39.52 | 1.33 |
+ 159.97 | 117.86 | 37.86 | 1.36 | Evaluated earlier.
+ 159.97 | 117.86 | 36.19 | 1.38 | Evaluated earlier.
+ 159.97 | 119.61 | 52.95 | 2.45 |
+ 159.97 | 119.61 | 51.28 | 2.26 |
+ 159.97 | 119.61 | 49.61 | 1.95 |
+ 159.97 | 119.61 | 47.95 | 1.33 |
+ 159.97 | 119.61 | 46.28 | 1.33 |
+ 159.97 | 119.61 | 44.61 | 1.34 |
+ 159.97 | 119.61 | 42.95 | 1.32 |
+ 159.97 | 119.61 | 41.28 | 1.35 |
+ 159.97 | 119.61 | 39.61 | 1.39 | Evaluated earlier.
+ 159.97 | 119.61 | 37.95 | 1.42 | Evaluated earlier.
+ 159.97 | 121.37 | 54.70 | 2.49 |
+ 159.97 | 121.37 | 53.04 | 2.30 |
+ 159.97 | 121.37 | 51.37 | 1.99 |
+ 159.97 | 121.37 | 49.70 | 1.36 |
+ 159.97 | 121.37 | 48.04 | 1.36 |
+ 159.97 | 121.37 | 46.37 | 1.37 |
+ 159.97 | 121.37 | 44.70 | 1.35 |
+ 159.97 | 121.37 | 43.04 | 1.38 |
+ 159.97 | 121.37 | 41.37 | 1.43 | Evaluated earlier.
+ 159.97 | 121.37 | 39.70 | 1.46 | Evaluated earlier.
+ ---------|---------|---------|---------|
+ 162.36 | 105.55 | 38.88 | 2.11 |
+ ---------|---------|---------|---------|
+ 162.36 | 105.55 | 37.22 | 1.90 |
+ ---------|---------|---------|---------|
+ 162.36 | 105.55 | 35.55 | 1.64 |
+ ---------|---------|---------|---------|
+ 162.36 | 105.55 | 33.88 | 1.09 |
+ ---------|---------|---------|---------|
+ 162.36 | 105.55 | 32.22 | 1.08 |
+ ---------|---------|---------|---------|
+ 162.36 | 105.55 | 30.55 | 1.11 |
+ ---------|---------|---------|---------|
+ 162.36 | 105.55 | 28.88 | 1.14 |
+ ---------|---------|---------|---------|
+ 162.36 | 105.55 | 27.22 | 1.16 |
+ ---------|---------|---------|---------|
+ 162.36 | 105.55 | 25.55 | 1.19 | Evaluated earlier.
+ 162.36 | 105.55 | 23.88 | 1.29 | Evaluated earlier.
+ 162.36 | 107.31 | 40.64 | 2.13 |
+ 162.36 | 107.31 | 38.97 | 1.92 |
+ 162.36 | 107.31 | 37.31 | 1.65 |
+ 162.36 | 107.31 | 35.64 | 1.10 |
+ 162.36 | 107.31 | 33.97 | 1.08 |
+ 162.36 | 107.31 | 32.31 | 1.11 |
+ 162.36 | 107.31 | 30.64 | 1.14 |
+ 162.36 | 107.31 | 28.97 | 1.16 |
+ 162.36 | 107.31 | 27.31 | 1.18 | Evaluated earlier.
+ 162.36 | 107.31 | 25.64 | 1.24 | Evaluated earlier.
+ 162.36 | 109.06 | 42.40 | 2.16 |
+ 162.36 | 109.06 | 40.73 | 1.94 |
+ 162.36 | 109.06 | 39.06 | 1.68 |
+ 162.36 | 109.06 | 37.40 | 1.13 |
+ 162.36 | 109.06 | 35.73 | 1.10 |
+ 162.36 | 109.06 | 34.06 | 1.12 |
+ 162.36 | 109.06 | 32.40 | 1.14 |
+ 162.36 | 109.06 | 30.73 | 1.17 |
+ 162.36 | 109.06 | 29.06 | 1.19 | Evaluated earlier.
+ 162.36 | 109.06 | 27.40 | 1.22 | Evaluated earlier.
+ 162.36 | 110.82 | 44.16 | 2.20 |
+ 162.36 | 110.82 | 42.49 | 1.97 |
+ 162.36 | 110.82 | 40.82 | 1.70 |
+ 162.36 | 110.82 | 39.16 | 1.15 |
+ 162.36 | 110.82 | 37.49 | 1.14 |
+ 162.36 | 110.82 | 35.82 | 1.13 |
+ 162.36 | 110.82 | 34.16 | 1.16 |
+ 162.36 | 110.82 | 32.49 | 1.19 |
+ 162.36 | 110.82 | 30.82 | 1.21 | Evaluated earlier.
+ 162.36 | 110.82 | 29.16 | 1.23 | Evaluated earlier.
+ 162.36 | 112.58 | 45.91 | 2.23 |
+ 162.36 | 112.58 | 44.25 | 2.00 |
+ 162.36 | 112.58 | 42.58 | 1.73 |
+ 162.36 | 112.58 | 40.91 | 1.17 |
+ 162.36 | 112.58 | 39.25 | 1.16 |
+ 162.36 | 112.58 | 37.58 | 1.15 |
+ 162.36 | 112.58 | 35.91 | 1.18 |
+ 162.36 | 112.58 | 34.25 | 1.21 |
+ 162.36 | 112.58 | 32.58 | 1.23 | Evaluated earlier.
+ 162.36 | 112.58 | 30.91 | 1.26 | Evaluated earlier.
+ 162.36 | 114.34 | 47.67 | 2.27 |
+ 162.36 | 114.34 | 46.01 | 2.04 |
+ 162.36 | 114.34 | 44.34 | 1.77 |
+ 162.36 | 114.34 | 42.67 | 1.19 |
+ 162.36 | 114.34 | 41.01 | 1.19 |
+ 162.36 | 114.34 | 39.34 | 1.17 |
+ 162.36 | 114.34 | 37.67 | 1.20 |
+ 162.36 | 114.34 | 36.01 | 1.23 |
+ 162.36 | 114.34 | 34.34 | 1.26 | Evaluated earlier.
+ 162.36 | 114.34 | 32.67 | 1.28 | Evaluated earlier.
+ 162.36 | 116.10 | 49.43 | 2.30 |
+ 162.36 | 116.10 | 47.76 | 2.07 |
+ 162.36 | 116.10 | 46.10 | 1.80 |
+ 162.36 | 116.10 | 44.43 | 1.22 |
+ 162.36 | 116.10 | 42.76 | 1.21 |
+ 162.36 | 116.10 | 41.10 | 1.20 |
+ 162.36 | 116.10 | 39.43 | 1.22 |
+ 162.36 | 116.10 | 37.76 | 1.25 |
+ 162.36 | 116.10 | 36.10 | 1.28 | Evaluated earlier.
+ 162.36 | 116.10 | 34.43 | 1.31 | Evaluated earlier.
+ 162.36 | 117.86 | 51.19 | 2.34 |
+ 162.36 | 117.86 | 49.52 | 2.11 |
+ 162.36 | 117.86 | 47.85 | 1.83 |
+ 162.36 | 117.86 | 46.19 | 1.24 |
+ 162.36 | 117.86 | 44.52 | 1.24 |
+ 162.36 | 117.86 | 42.85 | 1.22 |
+ 162.36 | 117.86 | 41.19 | 1.25 |
+ 162.36 | 117.86 | 39.52 | 1.28 |
+ 162.36 | 117.86 | 37.86 | 1.31 | Evaluated earlier.
+ 162.36 | 117.86 | 36.19 | 1.34 | Evaluated earlier.
+ 162.36 | 119.61 | 52.95 | 2.38 |
+ 162.36 | 119.61 | 51.28 | 2.16 |
+ 162.36 | 119.61 | 49.61 | 1.87 |
+ 162.36 | 119.61 | 47.95 | 1.27 |
+ 162.36 | 119.61 | 46.28 | 1.27 |
+ 162.36 | 119.61 | 44.61 | 1.25 |
+ 162.36 | 119.61 | 42.95 | 1.27 |
+ 162.36 | 119.61 | 41.28 | 1.30 |
+ 162.36 | 119.61 | 39.61 | 1.34 | Evaluated earlier.
+ 162.36 | 119.61 | 37.95 | 1.37 | Evaluated earlier.
+ 162.36 | 121.37 | 54.70 | 2.41 |
+ 162.36 | 121.37 | 53.04 | 2.20 |
+ 162.36 | 121.37 | 51.37 | 1.90 |
+ 162.36 | 121.37 | 49.70 | 1.30 |
+ 162.36 | 121.37 | 48.04 | 1.30 |
+ 162.36 | 121.37 | 46.37 | 1.29 |
+ 162.36 | 121.37 | 44.70 | 1.30 |
+ 162.36 | 121.37 | 43.04 | 1.33 |
+ 162.36 | 121.37 | 41.37 | 1.37 | Evaluated earlier.
+ 162.36 | 121.37 | 39.70 | 1.41 | Evaluated earlier.
+ ---------|---------|---------|---------|
+ 164.74 | 105.55 | 38.88 | 2.09 |
+ ---------|---------|---------|---------|
+ 164.74 | 105.55 | 37.22 | 1.87 |
+ ---------|---------|---------|---------|
+ 164.74 | 105.55 | 35.55 | 1.62 |
+ ---------|---------|---------|---------|
+ 164.74 | 105.55 | 33.88 | 1.05 |
+ ---------|---------|---------|---------|
+ 164.74 | 105.55 | 32.22 | 1.10 |
+ ---------|---------|---------|---------|
+ 164.74 | 105.55 | 30.55 | 1.12 |
+ ---------|---------|---------|---------|
+ 164.74 | 105.55 | 28.88 | 1.17 |
+ ---------|---------|---------|---------|
+ 164.74 | 105.55 | 27.22 | 1.23 |
+ ---------|---------|---------|---------|
+ 164.74 | 105.55 | 25.55 | 1.30 | Evaluated earlier.
+ 164.74 | 105.55 | 23.88 | 1.35 | Evaluated earlier.
+ 164.74 | 107.31 | 40.64 | 2.09 |
+ 164.74 | 107.31 | 38.97 | 1.89 |
+ 164.74 | 107.31 | 37.31 | 1.61 |
+ 164.74 | 107.31 | 35.64 | 1.06 |
+ 164.74 | 107.31 | 33.97 | 1.08 |
+ 164.74 | 107.31 | 32.31 | 1.12 |
+ 164.74 | 107.31 | 30.64 | 1.15 |
+ 164.74 | 107.31 | 28.97 | 1.20 |
+ 164.74 | 107.31 | 27.31 | 1.26 | Evaluated earlier.
+ 164.74 | 107.31 | 25.64 | 1.31 | Evaluated earlier.
+ 164.74 | 109.06 | 42.40 | 2.11 |
+ 164.74 | 109.06 | 40.73 | 1.90 |
+ 164.74 | 109.06 | 39.06 | 1.64 |
+ 164.74 | 109.06 | 37.40 | 1.08 |
+ 164.74 | 109.06 | 35.73 | 1.09 |
+ 164.74 | 109.06 | 34.06 | 1.12 |
+ 164.74 | 109.06 | 32.40 | 1.15 |
+ 164.74 | 109.06 | 30.73 | 1.19 |
+ 164.74 | 109.06 | 29.06 | 1.24 | Evaluated earlier.
+ 164.74 | 109.06 | 27.40 | 1.28 | Evaluated earlier.
+ 164.74 | 110.82 | 44.16 | 2.14 |
+ 164.74 | 110.82 | 42.49 | 1.93 |
+ 164.74 | 110.82 | 40.82 | 1.66 |
+ 164.74 | 110.82 | 39.16 | 1.11 |
+ 164.74 | 110.82 | 37.49 | 1.10 |
+ 164.74 | 110.82 | 35.82 | 1.13 |
+ 164.74 | 110.82 | 34.16 | 1.15 |
+ 164.74 | 110.82 | 32.49 | 1.19 |
+ 164.74 | 110.82 | 30.82 | 1.23 | Evaluated earlier.
+ 164.74 | 110.82 | 29.16 | 1.27 | Evaluated earlier.
+ 164.74 | 112.58 | 45.91 | 2.17 |
+ 164.74 | 112.58 | 44.25 | 1.95 |
+ 164.74 | 112.58 | 42.58 | 1.69 |
+ 164.74 | 112.58 | 40.91 | 1.14 |
+ 164.74 | 112.58 | 39.25 | 1.11 |
+ 164.74 | 112.58 | 37.58 | 1.14 |
+ 164.74 | 112.58 | 35.91 | 1.16 |
+ 164.74 | 112.58 | 34.25 | 1.20 |
+ 164.74 | 112.58 | 32.58 | 1.23 | Evaluated earlier.
+ 164.74 | 112.58 | 30.91 | 1.27 | Evaluated earlier.
+ 164.74 | 114.34 | 47.67 | 2.20 |
+ 164.74 | 114.34 | 46.01 | 1.98 |
+ 164.74 | 114.34 | 44.34 | 1.72 |
+ 164.74 | 114.34 | 42.67 | 1.15 |
+ 164.74 | 114.34 | 41.01 | 1.13 |
+ 164.74 | 114.34 | 39.34 | 1.16 |
+ 164.74 | 114.34 | 37.67 | 1.18 |
+ 164.74 | 114.34 | 36.01 | 1.21 |
+ 164.74 | 114.34 | 34.34 | 1.24 | Evaluated earlier.
+ 164.74 | 114.34 | 32.67 | 1.28 | Evaluated earlier.
+ 164.74 | 116.10 | 49.43 | 2.24 |
+ 164.74 | 116.10 | 47.76 | 2.02 |
+ 164.74 | 116.10 | 46.10 | 1.74 |
+ 164.74 | 116.10 | 44.43 | 1.18 |
+ 164.74 | 116.10 | 42.76 | 1.15 |
+ 164.74 | 116.10 | 41.10 | 1.18 |
+ 164.74 | 116.10 | 39.43 | 1.20 |
+ 164.74 | 116.10 | 37.76 | 1.23 |
+ 164.74 | 116.10 | 36.10 | 1.26 | Evaluated earlier.
+ 164.74 | 116.10 | 34.43 | 1.30 | Evaluated earlier.
+ 164.74 | 117.86 | 51.19 | 2.28 |
+ 164.74 | 117.86 | 49.52 | 2.05 |
+ 164.74 | 117.86 | 47.85 | 1.78 |
+ 164.74 | 117.86 | 46.19 | 1.20 |
+ 164.74 | 117.86 | 44.52 | 1.19 |
+ 164.74 | 117.86 | 42.85 | 1.19 |
+ 164.74 | 117.86 | 41.19 | 1.22 |
+ 164.74 | 117.86 | 39.52 | 1.25 |
+ 164.74 | 117.86 | 37.86 | 1.28 | Evaluated earlier.
+ 164.74 | 117.86 | 36.19 | 1.32 | Evaluated earlier.
+ 164.74 | 119.61 | 52.95 | 2.32 |
+ 164.74 | 119.61 | 51.28 | 2.08 |
+ 164.74 | 119.61 | 49.61 | 1.81 |
+ 164.74 | 119.61 | 47.95 | 1.22 |
+ 164.74 | 119.61 | 46.28 | 1.22 |
+ 164.74 | 119.61 | 44.61 | 1.22 |
+ 164.74 | 119.61 | 42.95 | 1.24 |
+ 164.74 | 119.61 | 41.28 | 1.27 |
+ 164.74 | 119.61 | 39.61 | 1.31 | Evaluated earlier.
+ 164.74 | 119.61 | 37.95 | 1.34 | Evaluated earlier.
+ 164.74 | 121.37 | 54.70 | 2.36 |
+ 164.74 | 121.37 | 53.04 | 2.13 |
+ 164.74 | 121.37 | 51.37 | 1.84 |
+ 164.74 | 121.37 | 49.70 | 1.25 |
+ 164.74 | 121.37 | 48.04 | 1.25 |
+ 164.74 | 121.37 | 46.37 | 1.24 |
+ 164.74 | 121.37 | 44.70 | 1.27 |
+ 164.74 | 121.37 | 43.04 | 1.30 |
+ 164.74 | 121.37 | 41.37 | 1.33 | Evaluated earlier.
+ 164.74 | 121.37 | 39.70 | 1.37 | Evaluated earlier.
+ ---------|---------|---------|---------|
+ 167.13 | 105.55 | 38.88 | 2.06 |
+ ---------|---------|---------|---------|
+ 167.13 | 105.55 | 37.22 | 1.86 |
+ ---------|---------|---------|---------|
+ 167.13 | 105.55 | 35.55 | 1.58 |
+ ---------|---------|---------|---------|
+ 167.13 | 105.55 | 33.88 | 1.08 |
+ ---------|---------|---------|---------|
+ 167.13 | 105.55 | 32.22 | 1.13 |
+ ---------|---------|---------|---------|
+ 167.13 | 105.55 | 30.55 | 1.18 |
+ ---------|---------|---------|---------|
+ 167.13 | 105.55 | 28.88 | 1.26 |
+ ---------|---------|---------|---------|
+ 167.13 | 105.55 | 27.22 | 1.34 |
+ ---------|---------|---------|---------|
+ 167.13 | 105.55 | 25.55 | 1.33 | Evaluated earlier.
+ 167.13 | 105.55 | 23.88 | 1.35 | Evaluated earlier.
+ 167.13 | 107.31 | 40.64 | 2.07 |
+ 167.13 | 107.31 | 38.97 | 1.86 |
+ 167.13 | 107.31 | 37.31 | 1.59 |
+ 167.13 | 107.31 | 35.64 | 1.07 |
+ 167.13 | 107.31 | 33.97 | 1.11 |
+ 167.13 | 107.31 | 32.31 | 1.15 |
+ 167.13 | 107.31 | 30.64 | 1.21 |
+ 167.13 | 107.31 | 28.97 | 1.28 |
+ 167.13 | 107.31 | 27.31 | 1.36 | Evaluated earlier.
+ 167.13 | 107.31 | 25.64 | 1.35 | Evaluated earlier.
+ 167.13 | 109.06 | 42.40 | 2.10 |
+ 167.13 | 109.06 | 40.73 | 1.88 |
+ 167.13 | 109.06 | 39.06 | 1.62 |
+ 167.13 | 109.06 | 37.40 | 1.07 |
+ 167.13 | 109.06 | 35.73 | 1.11 |
+ 167.13 | 109.06 | 34.06 | 1.14 |
+ 167.13 | 109.06 | 32.40 | 1.18 |
+ 167.13 | 109.06 | 30.73 | 1.24 |
+ 167.13 | 109.06 | 29.06 | 1.31 | Evaluated earlier.
+ 167.13 | 109.06 | 27.40 | 1.39 | Evaluated earlier.
+ 167.13 | 110.82 | 44.16 | 2.11 |
+ 167.13 | 110.82 | 42.49 | 1.90 |
+ 167.13 | 110.82 | 40.82 | 1.64 |
+ 167.13 | 110.82 | 39.16 | 1.09 |
+ 167.13 | 110.82 | 37.49 | 1.11 |
+ 167.13 | 110.82 | 35.82 | 1.14 |
+ 167.13 | 110.82 | 34.16 | 1.17 |
+ 167.13 | 110.82 | 32.49 | 1.22 |
+ 167.13 | 110.82 | 30.82 | 1.28 | Evaluated earlier.
+ 167.13 | 110.82 | 29.16 | 1.35 | Evaluated earlier.
+ 167.13 | 112.58 | 45.91 | 2.14 |
+ 167.13 | 112.58 | 44.25 | 1.92 |
+ 167.13 | 112.58 | 42.58 | 1.66 |
+ 167.13 | 112.58 | 40.91 | 1.09 |
+ 167.13 | 112.58 | 39.25 | 1.12 |
+ 167.13 | 112.58 | 37.58 | 1.14 |
+ 167.13 | 112.58 | 35.91 | 1.18 |
+ 167.13 | 112.58 | 34.25 | 1.21 |
+ 167.13 | 112.58 | 32.58 | 1.26 | Evaluated earlier.
+ 167.13 | 112.58 | 30.91 | 1.32 | Evaluated earlier.
+ 167.13 | 114.34 | 47.67 | 2.16 |
+ 167.13 | 114.34 | 46.01 | 1.95 |
+ 167.13 | 114.34 | 44.34 | 1.68 |
+ 167.13 | 114.34 | 42.67 | 1.11 |
+ 167.13 | 114.34 | 41.01 | 1.13 |
+ 167.13 | 114.34 | 39.34 | 1.16 |
+ 167.13 | 114.34 | 37.67 | 1.18 |
+ 167.13 | 114.34 | 36.01 | 1.22 |
+ 167.13 | 114.34 | 34.34 | 1.26 | Evaluated earlier.
+ 167.13 | 114.34 | 32.67 | 1.31 | Evaluated earlier.
+ 167.13 | 116.10 | 49.43 | 2.19 |
+ 167.13 | 116.10 | 47.76 | 1.98 |
+ 167.13 | 116.10 | 46.10 | 1.71 |
+ 167.13 | 116.10 | 44.43 | 1.14 |
+ 167.13 | 116.10 | 42.76 | 1.15 |
+ 167.13 | 116.10 | 41.10 | 1.17 |
+ 167.13 | 116.10 | 39.43 | 1.20 |
+ 167.13 | 116.10 | 37.76 | 1.23 |
+ 167.13 | 116.10 | 36.10 | 1.27 | Evaluated earlier.
+ 167.13 | 116.10 | 34.43 | 1.31 | Evaluated earlier.
+ 167.13 | 117.86 | 51.19 | 2.23 |
+ 167.13 | 117.86 | 49.52 | 2.01 |
+ 167.13 | 117.86 | 47.85 | 1.74 |
+ 167.13 | 117.86 | 46.19 | 1.17 |
+ 167.13 | 117.86 | 44.52 | 1.16 |
+ 167.13 | 117.86 | 42.85 | 1.19 |
+ 167.13 | 117.86 | 41.19 | 1.21 |
+ 167.13 | 117.86 | 39.52 | 1.24 |
+ 167.13 | 117.86 | 37.86 | 1.28 | Evaluated earlier.
+ 167.13 | 117.86 | 36.19 | 1.32 | Evaluated earlier.
+ 167.13 | 119.61 | 52.95 | 2.26 |
+ 167.13 | 119.61 | 51.28 | 2.04 |
+ 167.13 | 119.61 | 49.61 | 1.77 |
+ 167.13 | 119.61 | 47.95 | 1.19 |
+ 167.13 | 119.61 | 46.28 | 1.18 |
+ 167.13 | 119.61 | 44.61 | 1.21 |
+ 167.13 | 119.61 | 42.95 | 1.23 |
+ 167.13 | 119.61 | 41.28 | 1.26 |
+ 167.13 | 119.61 | 39.61 | 1.30 | Evaluated earlier.
+ 167.13 | 119.61 | 37.95 | 1.34 | Evaluated earlier.
+ 167.13 | 121.37 | 54.70 | 2.30 |
+ 167.13 | 121.37 | 53.04 | 2.08 |
+ 167.13 | 121.37 | 51.37 | 1.80 |
+ 167.13 | 121.37 | 49.70 | 1.22 |
+ 167.13 | 121.37 | 48.04 | 1.20 |
+ 167.13 | 121.37 | 46.37 | 1.23 |
+ 167.13 | 121.37 | 44.70 | 1.25 |
+ 167.13 | 121.37 | 43.04 | 1.28 |
+ 167.13 | 121.37 | 41.37 | 1.32 | Evaluated earlier.
+ 167.13 | 121.37 | 39.70 | 1.35 | Evaluated earlier.
+ ---------|---------|---------|---------|
+ 169.51 | 105.55 | 38.88 | 2.07 |
+ ---------|---------|---------|---------|
+ 169.51 | 105.55 | 37.22 | 1.89 |
+ ---------|---------|---------|---------|
+ 169.51 | 105.55 | 35.55 | 1.64 |
+ ---------|---------|---------|---------|
+ 169.51 | 105.55 | 33.88 | 1.14 |
+ ---------|---------|---------|---------|
+ 169.51 | 105.55 | 32.22 | 1.20 |
+ ---------|---------|---------|---------|
+ 169.51 | 105.55 | 30.55 | 1.28 |
+ ---------|---------|---------|---------|
+ 169.51 | 105.55 | 28.88 | 1.41 |
+ ---------|---------|---------|---------|
+ 169.51 | 105.55 | 27.22 | 1.36 |
+ ---------|---------|---------|---------|
+ 169.51 | 105.55 | 25.55 | 1.40 | Evaluated earlier.
+ 169.51 | 105.55 | 23.88 | 1.45 | Evaluated earlier.
+ 169.51 | 107.31 | 40.64 | 2.09 |
+ 169.51 | 107.31 | 38.97 | 1.85 |
+ 169.51 | 107.31 | 37.31 | 1.64 |
+ 169.51 | 107.31 | 35.64 | 1.11 |
+ 169.51 | 107.31 | 33.97 | 1.17 |
+ 169.51 | 107.31 | 32.31 | 1.23 |
+ 169.51 | 107.31 | 30.64 | 1.30 |
+ 169.51 | 107.31 | 28.97 | 1.40 |
+ 169.51 | 107.31 | 27.31 | 1.37 | Evaluated earlier.
+ 169.51 | 107.31 | 25.64 | 1.42 | Evaluated earlier.
+ 169.51 | 109.06 | 42.40 | 2.09 |
+ 169.51 | 109.06 | 40.73 | 1.88 |
+ 169.51 | 109.06 | 39.06 | 1.61 |
+ 169.51 | 109.06 | 37.40 | 1.11 |
+ 169.51 | 109.06 | 35.73 | 1.15 |
+ 169.51 | 109.06 | 34.06 | 1.20 |
+ 169.51 | 109.06 | 32.40 | 1.26 |
+ 169.51 | 109.06 | 30.73 | 1.33 |
+ 169.51 | 109.06 | 29.06 | 1.40 | Evaluated earlier.
+ 169.51 | 109.06 | 27.40 | 1.40 | Evaluated earlier.
+ 169.51 | 110.82 | 44.16 | 2.10 |
+ 169.51 | 110.82 | 42.49 | 1.90 |
+ 169.51 | 110.82 | 40.82 | 1.62 |
+ 169.51 | 110.82 | 39.16 | 1.11 |
+ 169.51 | 110.82 | 37.49 | 1.14 |
+ 169.51 | 110.82 | 35.82 | 1.18 |
+ 169.51 | 110.82 | 34.16 | 1.23 |
+ 169.51 | 110.82 | 32.49 | 1.29 |
+ 169.51 | 110.82 | 30.82 | 1.37 | Evaluated earlier.
+ 169.51 | 110.82 | 29.16 | 1.39 | Evaluated earlier.
+ 169.51 | 112.58 | 45.91 | 2.13 |
+ 169.51 | 112.58 | 44.25 | 1.91 |
+ 169.51 | 112.58 | 42.58 | 1.63 |
+ 169.51 | 112.58 | 40.91 | 1.11 |
+ 169.51 | 112.58 | 39.25 | 1.14 |
+ 169.51 | 112.58 | 37.58 | 1.18 |
+ 169.51 | 112.58 | 35.91 | 1.21 |
+ 169.51 | 112.58 | 34.25 | 1.27 |
+ 169.51 | 112.58 | 32.58 | 1.34 | Evaluated earlier.
+ 169.51 | 112.58 | 30.91 | 1.41 | Evaluated earlier.
+ 169.51 | 114.34 | 47.67 | 2.14 |
+ 169.51 | 114.34 | 46.01 | 1.94 |
+ 169.51 | 114.34 | 44.34 | 1.65 |
+ 169.51 | 114.34 | 42.67 | 1.12 |
+ 169.51 | 114.34 | 41.01 | 1.15 |
+ 169.51 | 114.34 | 39.34 | 1.18 |
+ 169.51 | 114.34 | 37.67 | 1.21 |
+ 169.51 | 114.34 | 36.01 | 1.25 |
+ 169.51 | 114.34 | 34.34 | 1.31 | Evaluated earlier.
+ 169.51 | 114.34 | 32.67 | 1.38 | Evaluated earlier.
+ 169.51 | 116.10 | 49.43 | 2.17 |
+ 169.51 | 116.10 | 47.76 | 1.95 |
+ 169.51 | 116.10 | 46.10 | 1.69 |
+ 169.51 | 116.10 | 44.43 | 1.13 |
+ 169.51 | 116.10 | 42.76 | 1.16 |
+ 169.51 | 116.10 | 41.10 | 1.18 |
+ 169.51 | 116.10 | 39.43 | 1.22 |
+ 169.51 | 116.10 | 37.76 | 1.26 |
+ 169.51 | 116.10 | 36.10 | 1.30 | Evaluated earlier.
+ 169.51 | 116.10 | 34.43 | 1.36 | Evaluated earlier.
+ 169.51 | 117.86 | 51.19 | 2.20 |
+ 169.51 | 117.86 | 49.52 | 1.98 |
+ 169.51 | 117.86 | 47.85 | 1.72 |
+ 169.51 | 117.86 | 46.19 | 1.14 |
+ 169.51 | 117.86 | 44.52 | 1.17 |
+ 169.51 | 117.86 | 42.85 | 1.20 |
+ 169.51 | 117.86 | 41.19 | 1.23 |
+ 169.51 | 117.86 | 39.52 | 1.26 |
+ 169.51 | 117.86 | 37.86 | 1.30 | Evaluated earlier.
+ 169.51 | 117.86 | 36.19 | 1.35 | Evaluated earlier.
+ 169.51 | 119.61 | 52.95 | 2.23 |
+ 169.51 | 119.61 | 51.28 | 2.01 |
+ 169.51 | 119.61 | 49.61 | 1.74 |
+ 169.51 | 119.61 | 47.95 | 1.16 |
+ 169.51 | 119.61 | 46.28 | 1.18 |
+ 169.51 | 119.61 | 44.61 | 1.21 |
+ 169.51 | 119.61 | 42.95 | 1.24 |
+ 169.51 | 119.61 | 41.28 | 1.27 |
+ 169.51 | 119.61 | 39.61 | 1.31 | Evaluated earlier.
+ 169.51 | 119.61 | 37.95 | 1.35 | Evaluated earlier.
+ 169.51 | 121.37 | 54.70 | 2.26 |
+ 169.51 | 121.37 | 53.04 | 2.05 |
+ 169.51 | 121.37 | 51.37 | 1.77 |
+ 169.51 | 121.37 | 49.70 | 1.17 |
+ 169.51 | 121.37 | 48.04 | 1.20 |
+ 169.51 | 121.37 | 46.37 | 1.23 |
+ 169.51 | 121.37 | 44.70 | 1.26 |
+ 169.51 | 121.37 | 43.04 | 1.29 |
+ 169.51 | 121.37 | 41.37 | 1.33 | Evaluated earlier.
+ 169.51 | 121.37 | 39.70 | 1.36 | Evaluated earlier.
+ ---------|---------|---------|---------|
+ 171.90 | 105.55 | 38.88 | 2.12 |
+ ---------|---------|---------|---------|
+ 171.90 | 105.55 | 37.22 | 1.95 |
+ ---------|---------|---------|---------|
+ 171.90 | 105.55 | 35.55 | 1.74 |
+ ---------|---------|---------|---------|
+ 171.90 | 105.55 | 33.88 | 1.25 |
+ ---------|---------|---------|---------|
+ 171.90 | 105.55 | 32.22 | 1.32 |
+ ---------|---------|---------|---------|
+ 171.90 | 105.55 | 30.55 | 1.36 |
+ ---------|---------|---------|---------|
+ 171.90 | 105.55 | 28.88 | 1.40 |
+ ---------|---------|---------|---------|
+ 171.90 | 105.55 | 27.22 | 1.45 |
+ ---------|---------|---------|---------|
+ 171.90 | 105.55 | 25.55 | 1.52 | Evaluated earlier.
+ 171.90 | 105.55 | 23.88 | 1.59 | Evaluated earlier.
+ 171.90 | 107.31 | 40.64 | 2.10 |
+ 171.90 | 107.31 | 38.97 | 1.92 |
+ 171.90 | 107.31 | 37.31 | 1.70 |
+ 171.90 | 107.31 | 35.64 | 1.19 |
+ 171.90 | 107.31 | 33.97 | 1.28 |
+ 171.90 | 107.31 | 32.31 | 1.36 |
+ 171.90 | 107.31 | 30.64 | 1.37 |
+ 171.90 | 107.31 | 28.97 | 1.41 |
+ 171.90 | 107.31 | 27.31 | 1.47 | Evaluated earlier.
+ 171.90 | 107.31 | 25.64 | 1.53 | Evaluated earlier.
+ 171.90 | 109.06 | 42.40 | 2.10 |
+ 171.90 | 109.06 | 40.73 | 1.91 |
+ 171.90 | 109.06 | 39.06 | 1.68 |
+ 171.90 | 109.06 | 37.40 | 1.16 |
+ 171.90 | 109.06 | 35.73 | 1.22 |
+ 171.90 | 109.06 | 34.06 | 1.30 |
+ 171.90 | 109.06 | 32.40 | 1.38 |
+ 171.90 | 109.06 | 30.73 | 1.39 |
+ 171.90 | 109.06 | 29.06 | 1.43 | Evaluated earlier.
+ 171.90 | 109.06 | 27.40 | 1.48 | Evaluated earlier.
+ 171.90 | 110.82 | 44.16 | 2.12 |
+ 171.90 | 110.82 | 42.49 | 1.90 |
+ 171.90 | 110.82 | 40.82 | 1.66 |
+ 171.90 | 110.82 | 39.16 | 1.15 |
+ 171.90 | 110.82 | 37.49 | 1.20 |
+ 171.90 | 110.82 | 35.82 | 1.26 |
+ 171.90 | 110.82 | 34.16 | 1.33 |
+ 171.90 | 110.82 | 32.49 | 1.41 |
+ 171.90 | 110.82 | 30.82 | 1.41 | Evaluated earlier.
+ 171.90 | 110.82 | 29.16 | 1.45 | Evaluated earlier.
+ 171.90 | 112.58 | 45.91 | 2.13 |
+ 171.90 | 112.58 | 44.25 | 1.90 |
+ 171.90 | 112.58 | 42.58 | 1.66 |
+ 171.90 | 112.58 | 40.91 | 1.15 |
+ 171.90 | 112.58 | 39.25 | 1.18 |
+ 171.90 | 112.58 | 37.58 | 1.23 |
+ 171.90 | 112.58 | 35.91 | 1.29 |
+ 171.90 | 112.58 | 34.25 | 1.36 |
+ 171.90 | 112.58 | 32.58 | 1.44 | Evaluated earlier.
+ 171.90 | 112.58 | 30.91 | 1.44 | Evaluated earlier.
+ 171.90 | 114.34 | 47.67 | 2.15 |
+ 171.90 | 114.34 | 46.01 | 1.92 |
+ 171.90 | 114.34 | 44.34 | 1.67 |
+ 171.90 | 114.34 | 42.67 | 1.15 |
+ 171.90 | 114.34 | 41.01 | 1.18 |
+ 171.90 | 114.34 | 39.34 | 1.22 |
+ 171.90 | 114.34 | 37.67 | 1.27 |
+ 171.90 | 114.34 | 36.01 | 1.33 |
+ 171.90 | 114.34 | 34.34 | 1.41 | Evaluated earlier.
+ 171.90 | 114.34 | 32.67 | 1.45 | Evaluated earlier.
+ 171.90 | 116.10 | 49.43 | 2.17 |
+ 171.90 | 116.10 | 47.76 | 1.95 |
+ 171.90 | 116.10 | 46.10 | 1.69 |
+ 171.90 | 116.10 | 44.43 | 1.15 |
+ 171.90 | 116.10 | 42.76 | 1.18 |
+ 171.90 | 116.10 | 41.10 | 1.22 |
+ 171.90 | 116.10 | 39.43 | 1.26 |
+ 171.90 | 116.10 | 37.76 | 1.31 |
+ 171.90 | 116.10 | 36.10 | 1.38 | Evaluated earlier.
+ 171.90 | 116.10 | 34.43 | 1.45 | Evaluated earlier.
+ 171.90 | 117.86 | 51.19 | 2.19 |
+ 171.90 | 117.86 | 49.52 | 1.98 |
+ 171.90 | 117.86 | 47.85 | 1.70 |
+ 171.90 | 117.86 | 46.19 | 1.16 |
+ 171.90 | 117.86 | 44.52 | 1.19 |
+ 171.90 | 117.86 | 42.85 | 1.22 |
+ 171.90 | 117.86 | 41.19 | 1.26 |
+ 171.90 | 117.86 | 39.52 | 1.31 |
+ 171.90 | 117.86 | 37.86 | 1.36 | Evaluated earlier.
+ 171.90 | 117.86 | 36.19 | 1.43 | Evaluated earlier.
+ 171.90 | 119.61 | 52.95 | 2.22 |
+ 171.90 | 119.61 | 51.28 | 2.00 |
+ 171.90 | 119.61 | 49.61 | 1.72 |
+ 171.90 | 119.61 | 47.95 | 1.17 |
+ 171.90 | 119.61 | 46.28 | 1.20 |
+ 171.90 | 119.61 | 44.61 | 1.23 |
+ 171.90 | 119.61 | 42.95 | 1.27 |
+ 171.90 | 119.61 | 41.28 | 1.31 |
+ 171.90 | 119.61 | 39.61 | 1.35 | Evaluated earlier.
+ 171.90 | 119.61 | 37.95 | 1.42 | Evaluated earlier.
+ 171.90 | 121.37 | 54.70 | 2.25 |
+ 171.90 | 121.37 | 53.04 | 2.03 |
+ 171.90 | 121.37 | 51.37 | 1.74 |
+ 171.90 | 121.37 | 49.70 | 1.18 |
+ 171.90 | 121.37 | 48.04 | 1.21 |
+ 171.90 | 121.37 | 46.37 | 1.24 |
+ 171.90 | 121.37 | 44.70 | 1.28 |
+ 171.90 | 121.37 | 43.04 | 1.32 |
+ 171.90 | 121.37 | 41.37 | 1.35 | Evaluated earlier.
+ 171.90 | 121.37 | 39.70 | 1.41 | Evaluated earlier.
+ ---------|---------|---------|---------|
+ 174.28 | 105.55 | 38.88 | 2.24 |
+ ---------|---------|---------|---------|
+ 174.28 | 105.55 | 37.22 | 2.11 |
+ ---------|---------|---------|---------|
+ 174.28 | 105.55 | 35.55 | 1.92 |
+ ---------|---------|---------|---------|
+ 174.28 | 105.55 | 33.88 | 1.43 |
+ ---------|---------|---------|---------|
+ 174.28 | 105.55 | 32.22 | 1.40 |
+ ---------|---------|---------|---------|
+ 174.28 | 105.55 | 30.55 | 1.47 |
+ ---------|---------|---------|---------|
+ 174.28 | 105.55 | 28.88 | 1.54 |
+ ---------|---------|---------|---------|
+ 174.28 | 105.55 | 27.22 | 1.61 |
+ ---------|---------|---------|---------|
+ 174.28 | 105.55 | 25.55 | 1.71 | Evaluated earlier.
+ 174.28 | 105.55 | 23.88 | 1.81 | Evaluated earlier.
+ 174.28 | 107.31 | 40.64 | 2.18 |
+ 174.28 | 107.31 | 38.97 | 2.03 |
+ 174.28 | 107.31 | 37.31 | 1.84 |
+ 174.28 | 107.31 | 35.64 | 1.31 |
+ 174.28 | 107.31 | 33.97 | 1.45 |
+ 174.28 | 107.31 | 32.31 | 1.42 |
+ 174.28 | 107.31 | 30.64 | 1.48 |
+ 174.28 | 107.31 | 28.97 | 1.54 |
+ 174.28 | 107.31 | 27.31 | 1.62 | Evaluated earlier.
+ 174.28 | 107.31 | 25.64 | 1.71 | Evaluated earlier.
+ 174.28 | 109.06 | 42.40 | 2.17 |
+ 174.28 | 109.06 | 40.73 | 1.98 |
+ 174.28 | 109.06 | 39.06 | 1.77 |
+ 174.28 | 109.06 | 37.40 | 1.26 |
+ 174.28 | 109.06 | 35.73 | 1.34 |
+ 174.28 | 109.06 | 34.06 | 1.45 |
+ 174.28 | 109.06 | 32.40 | 1.44 |
+ 174.28 | 109.06 | 30.73 | 1.49 |
+ 174.28 | 109.06 | 29.06 | 1.56 | Evaluated earlier.
+ 174.28 | 109.06 | 27.40 | 1.63 | Evaluated earlier.
+ 174.28 | 110.82 | 44.16 | 2.14 |
+ 174.28 | 110.82 | 42.49 | 1.97 |
+ 174.28 | 110.82 | 40.82 | 1.74 |
+ 174.28 | 110.82 | 39.16 | 1.22 |
+ 174.28 | 110.82 | 37.49 | 1.29 |
+ 174.28 | 110.82 | 35.82 | 1.38 |
+ 174.28 | 110.82 | 34.16 | 1.45 |
+ 174.28 | 110.82 | 32.49 | 1.46 |
+ 174.28 | 110.82 | 30.82 | 1.52 | Evaluated earlier.
+ 174.28 | 110.82 | 29.16 | 1.57 | Evaluated earlier.
+ 174.28 | 112.58 | 45.91 | 2.14 |
+ 174.28 | 112.58 | 44.25 | 1.95 |
+ 174.28 | 112.58 | 42.58 | 1.73 |
+ 174.28 | 112.58 | 40.91 | 1.20 |
+ 174.28 | 112.58 | 39.25 | 1.26 |
+ 174.28 | 112.58 | 37.58 | 1.34 |
+ 174.28 | 112.58 | 35.91 | 1.41 |
+ 174.28 | 112.58 | 34.25 | 1.45 |
+ 174.28 | 112.58 | 32.58 | 1.49 | Evaluated earlier.
+ 174.28 | 112.58 | 30.91 | 1.54 | Evaluated earlier.
+ 174.28 | 114.34 | 47.67 | 2.16 |
+ 174.28 | 114.34 | 46.01 | 1.95 |
+ 174.28 | 114.34 | 44.34 | 1.72 |
+ 174.28 | 114.34 | 42.67 | 1.19 |
+ 174.28 | 114.34 | 41.01 | 1.24 |
+ 174.28 | 114.34 | 39.34 | 1.30 |
+ 174.28 | 114.34 | 37.67 | 1.37 |
+ 174.28 | 114.34 | 36.01 | 1.45 |
+ 174.28 | 114.34 | 34.34 | 1.46 | Evaluated earlier.
+ 174.28 | 114.34 | 32.67 | 1.51 | Evaluated earlier.
+ 174.28 | 116.10 | 49.43 | 2.18 |
+ 174.28 | 116.10 | 47.76 | 1.96 |
+ 174.28 | 116.10 | 46.10 | 1.72 |
+ 174.28 | 116.10 | 44.43 | 1.19 |
+ 174.28 | 116.10 | 42.76 | 1.23 |
+ 174.28 | 116.10 | 41.10 | 1.28 |
+ 174.28 | 116.10 | 39.43 | 1.34 |
+ 174.28 | 116.10 | 37.76 | 1.41 |
+ 174.28 | 116.10 | 36.10 | 1.49 | Evaluated earlier.
+ 174.28 | 116.10 | 34.43 | 1.50 | Evaluated earlier.
+ 174.28 | 117.86 | 51.19 | 2.20 |
+ 174.28 | 117.86 | 49.52 | 1.97 |
+ 174.28 | 117.86 | 47.85 | 1.73 |
+ 174.28 | 117.86 | 46.19 | 1.19 |
+ 174.28 | 117.86 | 44.52 | 1.23 |
+ 174.28 | 117.86 | 42.85 | 1.27 |
+ 174.28 | 117.86 | 41.19 | 1.32 |
+ 174.28 | 117.86 | 39.52 | 1.39 |
+ 174.28 | 117.86 | 37.86 | 1.46 | Evaluated earlier.
+ 174.28 | 117.86 | 36.19 | 1.51 | Evaluated earlier.
+ 174.28 | 119.61 | 52.95 | 2.23 |
+ 174.28 | 119.61 | 51.28 | 1.99 |
+ 174.28 | 119.61 | 49.61 | 1.74 |
+ 174.28 | 119.61 | 47.95 | 1.20 |
+ 174.28 | 119.61 | 46.28 | 1.23 |
+ 174.28 | 119.61 | 44.61 | 1.27 |
+ 174.28 | 119.61 | 42.95 | 1.31 |
+ 174.28 | 119.61 | 41.28 | 1.37 |
+ 174.28 | 119.61 | 39.61 | 1.44 | Evaluated earlier.
+ 174.28 | 119.61 | 37.95 | 1.51 | Evaluated earlier.
+ 174.28 | 121.37 | 54.70 | 2.24 |
+ 174.28 | 121.37 | 53.04 | 2.03 |
+ 174.28 | 121.37 | 51.37 | 1.75 |
+ 174.28 | 121.37 | 49.70 | 1.21 |
+ 174.28 | 121.37 | 48.04 | 1.24 |
+ 174.28 | 121.37 | 46.37 | 1.28 |
+ 174.28 | 121.37 | 44.70 | 1.32 |
+ 174.28 | 121.37 | 43.04 | 1.36 |
+ 174.28 | 121.37 | 41.37 | 1.42 | Evaluated earlier.
+ 174.28 | 121.37 | 39.70 | 1.50 | Evaluated earlier.
+ ---------|---------|---------|---------|
+ 176.67 | 105.55 | 38.88 | 2.48 |
+ ---------|---------|---------|---------|
+ 176.67 | 105.55 | 37.22 | 2.31 |
+ ---------|---------|---------|---------|
+ 176.67 | 105.55 | 35.55 | 2.11 |
+ ---------|---------|---------|---------|
+ 176.67 | 105.55 | 33.88 | 1.46 |
+ ---------|---------|---------|---------|
+ 176.67 | 105.55 | 32.22 | 1.53 |
+ ---------|---------|---------|---------|
+ 176.67 | 105.55 | 30.55 | 1.63 |
+ ---------|---------|---------|---------|
+ 176.67 | 105.55 | 28.88 | 1.73 |
+ ---------|---------|---------|---------|
+ 176.67 | 105.55 | 27.22 | 1.84 |
+ ---------|---------|---------|---------|
+ 176.67 | 105.55 | 25.55 | 1.95 | Evaluated earlier.
+ 176.67 | 105.55 | 23.88 | 2.09 | Evaluated earlier.
+ 176.67 | 107.31 | 40.64 | 2.34 |
+ 176.67 | 107.31 | 38.97 | 2.23 |
+ 176.67 | 107.31 | 37.31 | 2.02 |
+ 176.67 | 107.31 | 35.64 | 1.43 |
+ 176.67 | 107.31 | 33.97 | 1.48 |
+ 176.67 | 107.31 | 32.31 | 1.56 |
+ 176.67 | 107.31 | 30.64 | 1.64 |
+ 176.67 | 107.31 | 28.97 | 1.73 |
+ 176.67 | 107.31 | 27.31 | 1.85 | Evaluated earlier.
+ 176.67 | 107.31 | 25.64 | 1.95 | Evaluated earlier.
+ 176.67 | 109.06 | 42.40 | 2.26 |
+ 176.67 | 109.06 | 40.73 | 2.12 |
+ 176.67 | 109.06 | 39.06 | 1.94 |
+ 176.67 | 109.06 | 37.40 | 1.40 |
+ 176.67 | 109.06 | 35.73 | 1.44 |
+ 176.67 | 109.06 | 34.06 | 1.50 |
+ 176.67 | 109.06 | 32.40 | 1.57 |
+ 176.67 | 109.06 | 30.73 | 1.65 |
+ 176.67 | 109.06 | 29.06 | 1.75 | Evaluated earlier.
+ 176.67 | 109.06 | 27.40 | 1.86 | Evaluated earlier.
+ 176.67 | 110.82 | 44.16 | 2.23 |
+ 176.67 | 110.82 | 42.49 | 2.07 |
+ 176.67 | 110.82 | 40.82 | 1.86 |
+ 176.67 | 110.82 | 39.16 | 1.35 |
+ 176.67 | 110.82 | 37.49 | 1.44 |
+ 176.67 | 110.82 | 35.82 | 1.46 |
+ 176.67 | 110.82 | 34.16 | 1.52 |
+ 176.67 | 110.82 | 32.49 | 1.59 |
+ 176.67 | 110.82 | 30.82 | 1.67 | Evaluated earlier.
+ 176.67 | 110.82 | 29.16 | 1.76 | Evaluated earlier.
+ 176.67 | 112.58 | 45.91 | 2.22 |
+ 176.67 | 112.58 | 44.25 | 2.04 |
+ 176.67 | 112.58 | 42.58 | 1.82 |
+ 176.67 | 112.58 | 40.91 | 1.30 |
+ 176.67 | 112.58 | 39.25 | 1.38 |
+ 176.67 | 112.58 | 37.58 | 1.47 |
+ 176.67 | 112.58 | 35.91 | 1.49 |
+ 176.67 | 112.58 | 34.25 | 1.55 |
+ 176.67 | 112.58 | 32.58 | 1.62 | Evaluated earlier.
+ 176.67 | 112.58 | 30.91 | 1.69 | Evaluated earlier.
+ 176.67 | 114.34 | 47.67 | 2.20 |
+ 176.67 | 114.34 | 46.01 | 2.03 |
+ 176.67 | 114.34 | 44.34 | 1.79 |
+ 176.67 | 114.34 | 42.67 | 1.26 |
+ 176.67 | 114.34 | 41.01 | 1.34 |
+ 176.67 | 114.34 | 39.34 | 1.42 |
+ 176.67 | 114.34 | 37.67 | 1.50 |
+ 176.67 | 114.34 | 36.01 | 1.51 |
+ 176.67 | 114.34 | 34.34 | 1.57 | Evaluated earlier.
+ 176.67 | 114.34 | 32.67 | 1.65 | Evaluated earlier.
+ 176.67 | 116.10 | 49.43 | 2.20 |
+ 176.67 | 116.10 | 47.76 | 2.02 |
+ 176.67 | 116.10 | 46.10 | 1.79 |
+ 176.67 | 116.10 | 44.43 | 1.25 |
+ 176.67 | 116.10 | 42.76 | 1.30 |
+ 176.67 | 116.10 | 41.10 | 1.39 |
+ 176.67 | 116.10 | 39.43 | 1.46 |
+ 176.67 | 116.10 | 37.76 | 1.52 |
+ 176.67 | 116.10 | 36.10 | 1.55 | Evaluated earlier.
+ 176.67 | 116.10 | 34.43 | 1.61 | Evaluated earlier.
+ 176.67 | 117.86 | 51.19 | 2.21 |
+ 176.67 | 117.86 | 49.52 | 2.02 |
+ 176.67 | 117.86 | 47.85 | 1.79 |
+ 176.67 | 117.86 | 46.19 | 1.24 |
+ 176.67 | 117.86 | 44.52 | 1.29 |
+ 176.67 | 117.86 | 42.85 | 1.35 |
+ 176.67 | 117.86 | 41.19 | 1.42 |
+ 176.67 | 117.86 | 39.52 | 1.50 |
+ 176.67 | 117.86 | 37.86 | 1.53 | Evaluated earlier.
+ 176.67 | 117.86 | 36.19 | 1.59 | Evaluated earlier.
+ 176.67 | 119.61 | 52.95 | 2.22 |
+ 176.67 | 119.61 | 51.28 | 2.03 |
+ 176.67 | 119.61 | 49.61 | 1.79 |
+ 176.67 | 119.61 | 47.95 | 1.24 |
+ 176.67 | 119.61 | 46.28 | 1.28 |
+ 176.67 | 119.61 | 44.61 | 1.33 |
+ 176.67 | 119.61 | 42.95 | 1.40 |
+ 176.67 | 119.61 | 41.28 | 1.48 |
+ 176.67 | 119.61 | 39.61 | 1.55 | Evaluated earlier.
+ 176.67 | 119.61 | 37.95 | 1.57 | Evaluated earlier.
+ 176.67 | 121.37 | 54.70 | 2.25 |
+ 176.67 | 121.37 | 53.04 | 2.04 |
+ 176.67 | 121.37 | 51.37 | 1.80 |
+ 176.67 | 121.37 | 49.70 | 1.24 |
+ 176.67 | 121.37 | 48.04 | 1.28 |
+ 176.67 | 121.37 | 46.37 | 1.33 |
+ 176.67 | 121.37 | 44.70 | 1.38 |
+ 176.67 | 121.37 | 43.04 | 1.45 |
+ 176.67 | 121.37 | 41.37 | 1.53 | Evaluated earlier.
+ 176.67 | 121.37 | 39.70 | 1.58 | Evaluated earlier.
+ ---------|---------|---------|---------|
+ 179.06 | 105.55 | 38.88 | 2.71 |
+ ---------|---------|---------|---------|
+ 179.06 | 105.55 | 37.22 | 2.53 |
+ ---------|---------|---------|---------|
+ 179.06 | 105.55 | 35.55 | 2.31 |
+ ---------|---------|---------|---------|
+ 179.06 | 105.55 | 33.88 | 1.62 |
+ ---------|---------|---------|---------|
+ 179.06 | 105.55 | 32.22 | 1.73 |
+ ---------|---------|---------|---------|
+ 179.06 | 105.55 | 30.55 | 1.87 |
+ ---------|---------|---------|---------|
+ 179.06 | 105.55 | 28.88 | 2.01 |
+ ---------|---------|---------|---------|
+ 179.06 | 105.55 | 27.22 | 2.15 |
+ ---------|---------|---------|---------|
+ 179.06 | 105.55 | 25.55 | 2.32 | Evaluated earlier.
+ 179.06 | 105.55 | 23.88 | 2.50 | Evaluated earlier.
+ 179.06 | 107.31 | 40.64 | 2.57 |
+ 179.06 | 107.31 | 38.97 | 2.47 |
+ 179.06 | 107.31 | 37.31 | 2.19 |
+ 179.06 | 107.31 | 35.64 | 1.55 |
+ 179.06 | 107.31 | 33.97 | 1.65 |
+ 179.06 | 107.31 | 32.31 | 1.75 |
+ 179.06 | 107.31 | 30.64 | 1.88 |
+ 179.06 | 107.31 | 28.97 | 2.02 |
+ 179.06 | 107.31 | 27.31 | 2.16 | Evaluated earlier.
+ 179.06 | 107.31 | 25.64 | 2.32 | Evaluated earlier.
+ 179.06 | 109.06 | 42.40 | 2.45 |
+ 179.06 | 109.06 | 40.73 | 2.34 |
+ 179.06 | 109.06 | 39.06 | 2.16 |
+ 179.06 | 109.06 | 37.40 | 1.49 |
+ 179.06 | 109.06 | 35.73 | 1.58 |
+ 179.06 | 109.06 | 34.06 | 1.66 |
+ 179.06 | 109.06 | 32.40 | 1.76 |
+ 179.06 | 109.06 | 30.73 | 1.88 |
+ 179.06 | 109.06 | 29.06 | 2.03 | Evaluated earlier.
+ 179.06 | 109.06 | 27.40 | 2.17 | Evaluated earlier.
+ 179.06 | 110.82 | 44.16 | 2.37 |
+ 179.06 | 110.82 | 42.49 | 2.27 |
+ 179.06 | 110.82 | 40.82 | 2.05 |
+ 179.06 | 110.82 | 39.16 | 1.52 |
+ 179.06 | 110.82 | 37.49 | 1.52 |
+ 179.06 | 110.82 | 35.82 | 1.60 |
+ 179.06 | 110.82 | 34.16 | 1.69 |
+ 179.06 | 110.82 | 32.49 | 1.78 |
+ 179.06 | 110.82 | 30.82 | 1.90 | Evaluated earlier.
+ 179.06 | 110.82 | 29.16 | 2.05 | Evaluated earlier.
+ 179.06 | 112.58 | 45.91 | 2.32 |
+ 179.06 | 112.58 | 44.25 | 2.17 |
+ 179.06 | 112.58 | 42.58 | 1.98 |
+ 179.06 | 112.58 | 40.91 | 1.44 |
+ 179.06 | 112.58 | 39.25 | 1.52 |
+ 179.06 | 112.58 | 37.58 | 1.55 |
+ 179.06 | 112.58 | 35.91 | 1.62 |
+ 179.06 | 112.58 | 34.25 | 1.71 |
+ 179.06 | 112.58 | 32.58 | 1.82 | Evaluated earlier.
+ 179.06 | 112.58 | 30.91 | 1.94 | Evaluated earlier.
+ 179.06 | 114.34 | 47.67 | 2.29 |
+ 179.06 | 114.34 | 46.01 | 2.13 |
+ 179.06 | 114.34 | 44.34 | 1.91 |
+ 179.06 | 114.34 | 42.67 | 1.39 |
+ 179.06 | 114.34 | 41.01 | 1.48 |
+ 179.06 | 114.34 | 39.34 | 1.53 |
+ 179.06 | 114.34 | 37.67 | 1.58 |
+ 179.06 | 114.34 | 36.01 | 1.65 |
+ 179.06 | 114.34 | 34.34 | 1.74 | Evaluated earlier.
+ 179.06 | 114.34 | 32.67 | 1.85 | Evaluated earlier.
+ 179.06 | 116.10 | 49.43 | 2.28 |
+ 179.06 | 116.10 | 47.76 | 2.11 |
+ 179.06 | 116.10 | 46.10 | 1.88 |
+ 179.06 | 116.10 | 44.43 | 1.34 |
+ 179.06 | 116.10 | 42.76 | 1.43 |
+ 179.06 | 116.10 | 41.10 | 1.51 |
+ 179.06 | 116.10 | 39.43 | 1.55 |
+ 179.06 | 116.10 | 37.76 | 1.62 |
+ 179.06 | 116.10 | 36.10 | 1.69 | Evaluated earlier.
+ 179.06 | 116.10 | 34.43 | 1.78 | Evaluated earlier.
+ 179.06 | 117.86 | 51.19 | 2.27 |
+ 179.06 | 117.86 | 49.52 | 2.10 |
+ 179.06 | 117.86 | 47.85 | 1.87 |
+ 179.06 | 117.86 | 46.19 | 1.31 |
+ 179.06 | 117.86 | 44.52 | 1.39 |
+ 179.06 | 117.86 | 42.85 | 1.47 |
+ 179.06 | 117.86 | 41.19 | 1.56 |
+ 179.06 | 117.86 | 39.52 | 1.59 |
+ 179.06 | 117.86 | 37.86 | 1.65 | Evaluated earlier.
+ 179.06 | 117.86 | 36.19 | 1.74 | Evaluated earlier.
+ 179.06 | 119.61 | 52.95 | 2.27 |
+ 179.06 | 119.61 | 51.28 | 2.09 |
+ 179.06 | 119.61 | 49.61 | 1.86 |
+ 179.06 | 119.61 | 47.95 | 1.30 |
+ 179.06 | 119.61 | 46.28 | 1.36 |
+ 179.06 | 119.61 | 44.61 | 1.44 |
+ 179.06 | 119.61 | 42.95 | 1.52 |
+ 179.06 | 119.61 | 41.28 | 1.59 |
+ 179.06 | 119.61 | 39.61 | 1.63 | Evaluated earlier.
+ 179.06 | 119.61 | 37.95 | 1.70 | Evaluated earlier.
+ 179.06 | 121.37 | 54.70 | 2.28 |
+ 179.06 | 121.37 | 53.04 | 2.10 |
+ 179.06 | 121.37 | 51.37 | 1.86 |
+ 179.06 | 121.37 | 49.70 | 1.30 |
+ 179.06 | 121.37 | 48.04 | 1.35 |
+ 179.06 | 121.37 | 46.37 | 1.41 |
+ 179.06 | 121.37 | 44.70 | 1.49 |
+ 179.06 | 121.37 | 43.04 | 1.57 |
+ 179.06 | 121.37 | 41.37 | 1.61 | Evaluated earlier.
+ 179.06 | 121.37 | 39.70 | 1.68 | Evaluated earlier.
+
+ The center point of the critical circle lies on the edge of the grid.
+
+ New grid with : X minimum = 157.59 [m]
+ X maximum = 179.06 [m]
+ Y minimum = 103.79 [m]
+ Y maximum = 119.61 [m]
+
+ Minimum safety factor per slip circle.
+ ======================================
+
+ X-coord | Y-coord | Radius | F |
+ [m] | [m] | [m] | |
+ ---------|---------|---------|---------|
+ 157.59 | 103.79 | 37.12 | 2.26 |
+ ---------|---------|---------|---------|
+ 157.59 | 103.79 | 35.46 | 2.03 |
+ ---------|---------|---------|---------|
+ 157.59 | 103.79 | 33.79 | 1.75 |
+ ---------|---------|---------|---------|
+ 157.59 | 103.79 | 32.12 | 1.18 |
+ ---------|---------|---------|---------|
+ 157.59 | 103.79 | 30.46 | 1.16 |
+ ---------|---------|---------|---------|
+ 157.59 | 103.79 | 28.79 | 1.14 |
+ ---------|---------|---------|---------|
+ 157.59 | 103.79 | 27.12 | - | Circle center point too low.
+ ---------|---------|---------|---------|
+ 157.59 | 103.79 | 25.46 | - | Circle center point too low.
+ ---------|---------|---------|---------|
+ 157.59 | 103.79 | 23.79 | - | Circle center point too low.
+ ---------|---------|---------|---------|
+ 157.59 | 103.79 | 22.12 | - | Circle center point too low.
+ ---------|---------|---------|---------|
+ 157.59 | 105.55 | 38.88 | 2.25 | Evaluated earlier.
+ 157.59 | 105.55 | 37.22 | 2.06 | Evaluated earlier.
+ 157.59 | 105.55 | 35.55 | 1.77 | Evaluated earlier.
+ 157.59 | 105.55 | 33.88 | 1.20 | Evaluated earlier.
+ 157.59 | 105.55 | 32.22 | 1.19 | Evaluated earlier.
+ 157.59 | 105.55 | 30.55 | 1.16 | Evaluated earlier.
+ 157.59 | 105.55 | 28.88 | 1.15 | Evaluated earlier.
+ 157.59 | 105.55 | 27.22 | 1.22 | Evaluated earlier.
+ 157.59 | 105.55 | 25.55 | 1.33 | Evaluated earlier.
+ 157.59 | 105.55 | 23.88 | 1.45 | Evaluated earlier.
+ 157.59 | 107.31 | 40.64 | 2.28 | Evaluated earlier.
+ 157.59 | 107.31 | 38.97 | 2.08 | Evaluated earlier.
+ 157.59 | 107.31 | 37.31 | 1.80 | Evaluated earlier.
+ 157.59 | 107.31 | 35.64 | 1.22 | Evaluated earlier.
+ 157.59 | 107.31 | 33.97 | 1.22 | Evaluated earlier.
+ 157.59 | 107.31 | 32.31 | 1.20 | Evaluated earlier.
+ 157.59 | 107.31 | 30.64 | 1.16 | Evaluated earlier.
+ 157.59 | 107.31 | 28.97 | 1.21 | Evaluated earlier.
+ 157.59 | 107.31 | 27.31 | 1.29 | Evaluated earlier.
+ 157.59 | 107.31 | 25.64 | 1.41 | Evaluated earlier.
+ 157.59 | 109.06 | 42.40 | 2.31 | Evaluated earlier.
+ 157.59 | 109.06 | 40.73 | 2.11 | Evaluated earlier.
+ 157.59 | 109.06 | 39.06 | 1.83 | Evaluated earlier.
+ 157.59 | 109.06 | 37.40 | 1.24 | Evaluated earlier.
+ 157.59 | 109.06 | 35.73 | 1.24 | Evaluated earlier.
+ 157.59 | 109.06 | 34.06 | 1.24 | Evaluated earlier.
+ 157.59 | 109.06 | 32.40 | 1.19 | Evaluated earlier.
+ 157.59 | 109.06 | 30.73 | 1.21 | Evaluated earlier.
+ 157.59 | 109.06 | 29.06 | 1.28 | Evaluated earlier.
+ 157.59 | 109.06 | 27.40 | 1.38 | Evaluated earlier.
+ 157.59 | 110.82 | 44.16 | 2.34 | Evaluated earlier.
+ 157.59 | 110.82 | 42.49 | 2.15 | Evaluated earlier.
+ 157.59 | 110.82 | 40.82 | 1.85 | Evaluated earlier.
+ 157.59 | 110.82 | 39.16 | 1.27 | Evaluated earlier.
+ 157.59 | 110.82 | 37.49 | 1.27 | Evaluated earlier.
+ 157.59 | 110.82 | 35.82 | 1.27 | Evaluated earlier.
+ 157.59 | 110.82 | 34.16 | 1.23 | Evaluated earlier.
+ 157.59 | 110.82 | 32.49 | 1.24 | Evaluated earlier.
+ 157.59 | 110.82 | 30.82 | 1.28 | Evaluated earlier.
+ 157.59 | 110.82 | 29.16 | 1.38 | Evaluated earlier.
+ 157.59 | 112.58 | 45.91 | 2.37 | Evaluated earlier.
+ 157.59 | 112.58 | 44.25 | 2.19 | Evaluated earlier.
+ 157.59 | 112.58 | 42.58 | 1.89 | Evaluated earlier.
+ 157.59 | 112.58 | 40.91 | 1.29 | Evaluated earlier.
+ 157.59 | 112.58 | 39.25 | 1.29 | Evaluated earlier.
+ 157.59 | 112.58 | 37.58 | 1.30 | Evaluated earlier.
+ 157.59 | 112.58 | 35.91 | 1.26 | Evaluated earlier.
+ 157.59 | 112.58 | 34.25 | 1.27 | Evaluated earlier.
+ 157.59 | 112.58 | 32.58 | 1.30 | Evaluated earlier.
+ 157.59 | 112.58 | 30.91 | 1.37 | Evaluated earlier.
+ 157.59 | 114.34 | 47.67 | 2.41 | Evaluated earlier.
+ 157.59 | 114.34 | 46.01 | 2.22 | Evaluated earlier.
+ 157.59 | 114.34 | 44.34 | 1.94 | Evaluated earlier.
+ 157.59 | 114.34 | 42.67 | 1.32 | Evaluated earlier.
+ 157.59 | 114.34 | 41.01 | 1.32 | Evaluated earlier.
+ 157.59 | 114.34 | 39.34 | 1.33 | Evaluated earlier.
+ 157.59 | 114.34 | 37.67 | 1.30 | Evaluated earlier.
+ 157.59 | 114.34 | 36.01 | 1.32 | Evaluated earlier.
+ 157.59 | 114.34 | 34.34 | 1.33 | Evaluated earlier.
+ 157.59 | 114.34 | 32.67 | 1.38 | Evaluated earlier.
+ 157.59 | 116.10 | 49.43 | 2.45 | Evaluated earlier.
+ 157.59 | 116.10 | 47.76 | 2.25 | Evaluated earlier.
+ 157.59 | 116.10 | 46.10 | 1.98 | Evaluated earlier.
+ 157.59 | 116.10 | 44.43 | 1.35 | Evaluated earlier.
+ 157.59 | 116.10 | 42.76 | 1.35 | Evaluated earlier.
+ 157.59 | 116.10 | 41.10 | 1.36 | Evaluated earlier.
+ 157.59 | 116.10 | 39.43 | 1.34 | Evaluated earlier.
+ 157.59 | 116.10 | 37.76 | 1.35 | Evaluated earlier.
+ 157.59 | 116.10 | 36.10 | 1.37 | Evaluated earlier.
+ 157.59 | 116.10 | 34.43 | 1.40 | Evaluated earlier.
+ 157.59 | 117.86 | 51.19 | 2.49 | Evaluated earlier.
+ 157.59 | 117.86 | 49.52 | 2.29 | Evaluated earlier.
+ 157.59 | 117.86 | 47.85 | 2.02 | Evaluated earlier.
+ 157.59 | 117.86 | 46.19 | 1.38 | Evaluated earlier.
+ 157.59 | 117.86 | 44.52 | 1.38 | Evaluated earlier.
+ 157.59 | 117.86 | 42.85 | 1.39 | Evaluated earlier.
+ 157.59 | 117.86 | 41.19 | 1.38 | Evaluated earlier.
+ 157.59 | 117.86 | 39.52 | 1.39 | Evaluated earlier.
+ 157.59 | 117.86 | 37.86 | 1.42 | Evaluated earlier.
+ 157.59 | 117.86 | 36.19 | 1.44 | Evaluated earlier.
+ 157.59 | 119.61 | 52.95 | 2.54 | Evaluated earlier.
+ 157.59 | 119.61 | 51.28 | 2.33 | Evaluated earlier.
+ 157.59 | 119.61 | 49.61 | 2.06 | Evaluated earlier.
+ 157.59 | 119.61 | 47.95 | 1.41 | Evaluated earlier.
+ 157.59 | 119.61 | 46.28 | 1.42 | Evaluated earlier.
+ 157.59 | 119.61 | 44.61 | 1.42 | Evaluated earlier.
+ 157.59 | 119.61 | 42.95 | 1.42 | Evaluated earlier.
+ 157.59 | 119.61 | 41.28 | 1.43 | Evaluated earlier.
+ 157.59 | 119.61 | 39.61 | 1.46 | Evaluated earlier.
+ 157.59 | 119.61 | 37.95 | 1.48 | Evaluated earlier.
+ ---------|---------|---------|---------|
+ 159.97 | 103.79 | 37.12 | 2.19 |
+ ---------|---------|---------|---------|
+ 159.97 | 103.79 | 35.46 | 1.94 |
+ ---------|---------|---------|---------|
+ 159.97 | 103.79 | 33.79 | 1.69 |
+ ---------|---------|---------|---------|
+ 159.97 | 103.79 | 32.12 | 1.12 |
+ ---------|---------|---------|---------|
+ 159.97 | 103.79 | 30.46 | 1.12 |
+ ---------|---------|---------|---------|
+ 159.97 | 103.79 | 28.79 | - | Circle center point too low.
+ ---------|---------|---------|---------|
+ 159.97 | 103.79 | 27.12 | - | Circle center point too low.
+ ---------|---------|---------|---------|
+ 159.97 | 103.79 | 25.46 | - | Circle center point too low.
+ ---------|---------|---------|---------|
+ 159.97 | 103.79 | 23.79 | - | Circle center point too low.
+ ---------|---------|---------|---------|
+ 159.97 | 103.79 | 22.12 | - | Circle center point too low.
+ ---------|---------|---------|---------|
+ 159.97 | 105.55 | 38.88 | 2.18 | Evaluated earlier.
+ 159.97 | 105.55 | 37.22 | 1.96 | Evaluated earlier.
+ 159.97 | 105.55 | 35.55 | 1.69 | Evaluated earlier.
+ 159.97 | 105.55 | 33.88 | 1.14 | Evaluated earlier.
+ 159.97 | 105.55 | 32.22 | 1.13 | Evaluated earlier.
+ 159.97 | 105.55 | 30.55 | 1.12 | Evaluated earlier.
+ 159.97 | 105.55 | 28.88 | 1.11 | Evaluated earlier.
+ 159.97 | 105.55 | 27.22 | 1.14 | Evaluated earlier.
+ 159.97 | 105.55 | 25.55 | 1.20 | Evaluated earlier.
+ 159.97 | 105.55 | 23.88 | 1.33 | Evaluated earlier.
+ 159.97 | 107.31 | 40.64 | 2.19 | Evaluated earlier.
+ 159.97 | 107.31 | 38.97 | 1.98 | Evaluated earlier.
+ 159.97 | 107.31 | 37.31 | 1.71 | Evaluated earlier.
+ 159.97 | 107.31 | 35.64 | 1.16 | Evaluated earlier.
+ 159.97 | 107.31 | 33.97 | 1.15 | Evaluated earlier.
+ 159.97 | 107.31 | 32.31 | 1.13 | Evaluated earlier.
+ 159.97 | 107.31 | 30.64 | 1.15 | Evaluated earlier.
+ 159.97 | 107.31 | 28.97 | 1.15 | Evaluated earlier.
+ 159.97 | 107.31 | 27.31 | 1.19 | Evaluated earlier.
+ 159.97 | 107.31 | 25.64 | 1.27 | Evaluated earlier.
+ 159.97 | 109.06 | 42.40 | 2.22 | Evaluated earlier.
+ 159.97 | 109.06 | 40.73 | 2.01 | Evaluated earlier.
+ 159.97 | 109.06 | 39.06 | 1.74 | Evaluated earlier.
+ 159.97 | 109.06 | 37.40 | 1.17 | Evaluated earlier.
+ 159.97 | 109.06 | 35.73 | 1.17 | Evaluated earlier.
+ 159.97 | 109.06 | 34.06 | 1.14 | Evaluated earlier.
+ 159.97 | 109.06 | 32.40 | 1.16 | Evaluated earlier.
+ 159.97 | 109.06 | 30.73 | 1.17 | Evaluated earlier.
+ 159.97 | 109.06 | 29.06 | 1.19 | Evaluated earlier.
+ 159.97 | 109.06 | 27.40 | 1.25 | Evaluated earlier.
+ 159.97 | 110.82 | 44.16 | 2.25 | Evaluated earlier.
+ 159.97 | 110.82 | 42.49 | 2.04 | Evaluated earlier.
+ 159.97 | 110.82 | 40.82 | 1.76 | Evaluated earlier.
+ 159.97 | 110.82 | 39.16 | 1.19 | Evaluated earlier.
+ 159.97 | 110.82 | 37.49 | 1.20 | Evaluated earlier.
+ 159.97 | 110.82 | 35.82 | 1.17 | Evaluated earlier.
+ 159.97 | 110.82 | 34.16 | 1.19 | Evaluated earlier.
+ 159.97 | 110.82 | 32.49 | 1.21 | Evaluated earlier.
+ 159.97 | 110.82 | 30.82 | 1.21 | Evaluated earlier.
+ 159.97 | 110.82 | 29.16 | 1.25 | Evaluated earlier.
+ 159.97 | 112.58 | 45.91 | 2.29 | Evaluated earlier.
+ 159.97 | 112.58 | 44.25 | 2.08 | Evaluated earlier.
+ 159.97 | 112.58 | 42.58 | 1.80 | Evaluated earlier.
+ 159.97 | 112.58 | 40.91 | 1.22 | Evaluated earlier.
+ 159.97 | 112.58 | 39.25 | 1.22 | Evaluated earlier.
+ 159.97 | 112.58 | 37.58 | 1.21 | Evaluated earlier.
+ 159.97 | 112.58 | 35.91 | 1.22 | Evaluated earlier.
+ 159.97 | 112.58 | 34.25 | 1.23 | Evaluated earlier.
+ 159.97 | 112.58 | 32.58 | 1.25 | Evaluated earlier.
+ 159.97 | 112.58 | 30.91 | 1.26 | Evaluated earlier.
+ 159.97 | 114.34 | 47.67 | 2.32 | Evaluated earlier.
+ 159.97 | 114.34 | 46.01 | 2.12 | Evaluated earlier.
+ 159.97 | 114.34 | 44.34 | 1.83 | Evaluated earlier.
+ 159.97 | 114.34 | 42.67 | 1.25 | Evaluated earlier.
+ 159.97 | 114.34 | 41.01 | 1.25 | Evaluated earlier.
+ 159.97 | 114.34 | 39.34 | 1.24 | Evaluated earlier.
+ 159.97 | 114.34 | 37.67 | 1.24 | Evaluated earlier.
+ 159.97 | 114.34 | 36.01 | 1.27 | Evaluated earlier.
+ 159.97 | 114.34 | 34.34 | 1.28 | Evaluated earlier.
+ 159.97 | 114.34 | 32.67 | 1.30 | Evaluated earlier.
+ 159.97 | 116.10 | 49.43 | 2.36 | Evaluated earlier.
+ 159.97 | 116.10 | 47.76 | 2.16 | Evaluated earlier.
+ 159.97 | 116.10 | 46.10 | 1.87 | Evaluated earlier.
+ 159.97 | 116.10 | 44.43 | 1.27 | Evaluated earlier.
+ 159.97 | 116.10 | 42.76 | 1.27 | Evaluated earlier.
+ 159.97 | 116.10 | 41.10 | 1.28 | Evaluated earlier.
+ 159.97 | 116.10 | 39.43 | 1.26 | Evaluated earlier.
+ 159.97 | 116.10 | 37.76 | 1.30 | Evaluated earlier.
+ 159.97 | 116.10 | 36.10 | 1.32 | Evaluated earlier.
+ 159.97 | 116.10 | 34.43 | 1.34 | Evaluated earlier.
+ 159.97 | 117.86 | 51.19 | 2.41 | Evaluated earlier.
+ 159.97 | 117.86 | 49.52 | 2.21 | Evaluated earlier.
+ 159.97 | 117.86 | 47.85 | 1.91 | Evaluated earlier.
+ 159.97 | 117.86 | 46.19 | 1.30 | Evaluated earlier.
+ 159.97 | 117.86 | 44.52 | 1.30 | Evaluated earlier.
+ 159.97 | 117.86 | 42.85 | 1.30 | Evaluated earlier.
+ 159.97 | 117.86 | 41.19 | 1.29 | Evaluated earlier.
+ 159.97 | 117.86 | 39.52 | 1.33 | Evaluated earlier.
+ 159.97 | 117.86 | 37.86 | 1.36 | Evaluated earlier.
+ 159.97 | 117.86 | 36.19 | 1.38 | Evaluated earlier.
+ 159.97 | 119.61 | 52.95 | 2.45 | Evaluated earlier.
+ 159.97 | 119.61 | 51.28 | 2.26 | Evaluated earlier.
+ 159.97 | 119.61 | 49.61 | 1.95 | Evaluated earlier.
+ 159.97 | 119.61 | 47.95 | 1.33 | Evaluated earlier.
+ 159.97 | 119.61 | 46.28 | 1.33 | Evaluated earlier.
+ 159.97 | 119.61 | 44.61 | 1.34 | Evaluated earlier.
+ 159.97 | 119.61 | 42.95 | 1.32 | Evaluated earlier.
+ 159.97 | 119.61 | 41.28 | 1.35 | Evaluated earlier.
+ 159.97 | 119.61 | 39.61 | 1.39 | Evaluated earlier.
+ 159.97 | 119.61 | 37.95 | 1.42 | Evaluated earlier.
+ ---------|---------|---------|---------|
+ 162.36 | 103.79 | 37.12 | 2.09 |
+ ---------|---------|---------|---------|
+ 162.36 | 103.79 | 35.46 | 1.89 |
+ ---------|---------|---------|---------|
+ 162.36 | 103.79 | 33.79 | 1.63 |
+ ---------|---------|---------|---------|
+ 162.36 | 103.79 | 32.12 | - | Circle center point too low.
+ ---------|---------|---------|---------|
+ 162.36 | 103.79 | 30.46 | - | Circle center point too low.
+ ---------|---------|---------|---------|
+ 162.36 | 103.79 | 28.79 | - | Circle center point too low.
+ ---------|---------|---------|---------|
+ 162.36 | 103.79 | 27.12 | - | Circle center point too low.
+ ---------|---------|---------|---------|
+ 162.36 | 103.79 | 25.46 | - | Circle center point too low.
+ ---------|---------|---------|---------|
+ 162.36 | 103.79 | 23.79 | - | Circle center point too low.
+ ---------|---------|---------|---------|
+ 162.36 | 103.79 | 22.12 | - | Circle center point too low.
+ ---------|---------|---------|---------|
+ 162.36 | 105.55 | 38.88 | 2.11 | Evaluated earlier.
+ 162.36 | 105.55 | 37.22 | 1.90 | Evaluated earlier.
+ 162.36 | 105.55 | 35.55 | 1.64 | Evaluated earlier.
+ 162.36 | 105.55 | 33.88 | 1.09 | Evaluated earlier.
+ 162.36 | 105.55 | 32.22 | 1.08 | Evaluated earlier.
+ 162.36 | 105.55 | 30.55 | 1.11 | Evaluated earlier.
+ 162.36 | 105.55 | 28.88 | 1.14 | Evaluated earlier.
+ 162.36 | 105.55 | 27.22 | 1.16 | Evaluated earlier.
+ 162.36 | 105.55 | 25.55 | 1.19 | Evaluated earlier.
+ 162.36 | 105.55 | 23.88 | 1.29 | Evaluated earlier.
+ 162.36 | 107.31 | 40.64 | 2.13 | Evaluated earlier.
+ 162.36 | 107.31 | 38.97 | 1.92 | Evaluated earlier.
+ 162.36 | 107.31 | 37.31 | 1.65 | Evaluated earlier.
+ 162.36 | 107.31 | 35.64 | 1.10 | Evaluated earlier.
+ 162.36 | 107.31 | 33.97 | 1.08 | Evaluated earlier.
+ 162.36 | 107.31 | 32.31 | 1.11 | Evaluated earlier.
+ 162.36 | 107.31 | 30.64 | 1.14 | Evaluated earlier.
+ 162.36 | 107.31 | 28.97 | 1.16 | Evaluated earlier.
+ 162.36 | 107.31 | 27.31 | 1.18 | Evaluated earlier.
+ 162.36 | 107.31 | 25.64 | 1.24 | Evaluated earlier.
+ 162.36 | 109.06 | 42.40 | 2.16 | Evaluated earlier.
+ 162.36 | 109.06 | 40.73 | 1.94 | Evaluated earlier.
+ 162.36 | 109.06 | 39.06 | 1.68 | Evaluated earlier.
+ 162.36 | 109.06 | 37.40 | 1.13 | Evaluated earlier.
+ 162.36 | 109.06 | 35.73 | 1.10 | Evaluated earlier.
+ 162.36 | 109.06 | 34.06 | 1.12 | Evaluated earlier.
+ 162.36 | 109.06 | 32.40 | 1.14 | Evaluated earlier.
+ 162.36 | 109.06 | 30.73 | 1.17 | Evaluated earlier.
+ 162.36 | 109.06 | 29.06 | 1.19 | Evaluated earlier.
+ 162.36 | 109.06 | 27.40 | 1.22 | Evaluated earlier.
+ 162.36 | 110.82 | 44.16 | 2.20 | Evaluated earlier.
+ 162.36 | 110.82 | 42.49 | 1.97 | Evaluated earlier.
+ 162.36 | 110.82 | 40.82 | 1.70 | Evaluated earlier.
+ 162.36 | 110.82 | 39.16 | 1.15 | Evaluated earlier.
+ 162.36 | 110.82 | 37.49 | 1.14 | Evaluated earlier.
+ 162.36 | 110.82 | 35.82 | 1.13 | Evaluated earlier.
+ 162.36 | 110.82 | 34.16 | 1.16 | Evaluated earlier.
+ 162.36 | 110.82 | 32.49 | 1.19 | Evaluated earlier.
+ 162.36 | 110.82 | 30.82 | 1.21 | Evaluated earlier.
+ 162.36 | 110.82 | 29.16 | 1.23 | Evaluated earlier.
+ 162.36 | 112.58 | 45.91 | 2.23 | Evaluated earlier.
+ 162.36 | 112.58 | 44.25 | 2.00 | Evaluated earlier.
+ 162.36 | 112.58 | 42.58 | 1.73 | Evaluated earlier.
+ 162.36 | 112.58 | 40.91 | 1.17 | Evaluated earlier.
+ 162.36 | 112.58 | 39.25 | 1.16 | Evaluated earlier.
+ 162.36 | 112.58 | 37.58 | 1.15 | Evaluated earlier.
+ 162.36 | 112.58 | 35.91 | 1.18 | Evaluated earlier.
+ 162.36 | 112.58 | 34.25 | 1.21 | Evaluated earlier.
+ 162.36 | 112.58 | 32.58 | 1.23 | Evaluated earlier.
+ 162.36 | 112.58 | 30.91 | 1.26 | Evaluated earlier.
+ 162.36 | 114.34 | 47.67 | 2.27 | Evaluated earlier.
+ 162.36 | 114.34 | 46.01 | 2.04 | Evaluated earlier.
+ 162.36 | 114.34 | 44.34 | 1.77 | Evaluated earlier.
+ 162.36 | 114.34 | 42.67 | 1.19 | Evaluated earlier.
+ 162.36 | 114.34 | 41.01 | 1.19 | Evaluated earlier.
+ 162.36 | 114.34 | 39.34 | 1.17 | Evaluated earlier.
+ 162.36 | 114.34 | 37.67 | 1.20 | Evaluated earlier.
+ 162.36 | 114.34 | 36.01 | 1.23 | Evaluated earlier.
+ 162.36 | 114.34 | 34.34 | 1.26 | Evaluated earlier.
+ 162.36 | 114.34 | 32.67 | 1.28 | Evaluated earlier.
+ 162.36 | 116.10 | 49.43 | 2.30 | Evaluated earlier.
+ 162.36 | 116.10 | 47.76 | 2.07 | Evaluated earlier.
+ 162.36 | 116.10 | 46.10 | 1.80 | Evaluated earlier.
+ 162.36 | 116.10 | 44.43 | 1.22 | Evaluated earlier.
+ 162.36 | 116.10 | 42.76 | 1.21 | Evaluated earlier.
+ 162.36 | 116.10 | 41.10 | 1.20 | Evaluated earlier.
+ 162.36 | 116.10 | 39.43 | 1.22 | Evaluated earlier.
+ 162.36 | 116.10 | 37.76 | 1.25 | Evaluated earlier.
+ 162.36 | 116.10 | 36.10 | 1.28 | Evaluated earlier.
+ 162.36 | 116.10 | 34.43 | 1.31 | Evaluated earlier.
+ 162.36 | 117.86 | 51.19 | 2.34 | Evaluated earlier.
+ 162.36 | 117.86 | 49.52 | 2.11 | Evaluated earlier.
+ 162.36 | 117.86 | 47.85 | 1.83 | Evaluated earlier.
+ 162.36 | 117.86 | 46.19 | 1.24 | Evaluated earlier.
+ 162.36 | 117.86 | 44.52 | 1.24 | Evaluated earlier.
+ 162.36 | 117.86 | 42.85 | 1.22 | Evaluated earlier.
+ 162.36 | 117.86 | 41.19 | 1.25 | Evaluated earlier.
+ 162.36 | 117.86 | 39.52 | 1.28 | Evaluated earlier.
+ 162.36 | 117.86 | 37.86 | 1.31 | Evaluated earlier.
+ 162.36 | 117.86 | 36.19 | 1.34 | Evaluated earlier.
+ 162.36 | 119.61 | 52.95 | 2.38 | Evaluated earlier.
+ 162.36 | 119.61 | 51.28 | 2.16 | Evaluated earlier.
+ 162.36 | 119.61 | 49.61 | 1.87 | Evaluated earlier.
+ 162.36 | 119.61 | 47.95 | 1.27 | Evaluated earlier.
+ 162.36 | 119.61 | 46.28 | 1.27 | Evaluated earlier.
+ 162.36 | 119.61 | 44.61 | 1.25 | Evaluated earlier.
+ 162.36 | 119.61 | 42.95 | 1.27 | Evaluated earlier.
+ 162.36 | 119.61 | 41.28 | 1.30 | Evaluated earlier.
+ 162.36 | 119.61 | 39.61 | 1.34 | Evaluated earlier.
+ 162.36 | 119.61 | 37.95 | 1.37 | Evaluated earlier.
+ ---------|---------|---------|---------|
+ 164.74 | 103.79 | 37.12 | 2.06 |
+ ---------|---------|---------|---------|
+ 164.74 | 103.79 | 35.46 | 1.88 |
+ ---------|---------|---------|---------|
+ 164.74 | 103.79 | 33.79 | - | Circle center point too low.
+ ---------|---------|---------|---------|
+ 164.74 | 103.79 | 32.12 | - | Circle center point too low.
+ ---------|---------|---------|---------|
+ 164.74 | 103.79 | 30.46 | - | Circle center point too low.
+ ---------|---------|---------|---------|
+ 164.74 | 103.79 | 28.79 | - | Circle center point too low.
+ ---------|---------|---------|---------|
+ 164.74 | 103.79 | 27.12 | - | Circle center point too low.
+ ---------|---------|---------|---------|
+ 164.74 | 103.79 | 25.46 | - | Circle center point too low.
+ ---------|---------|---------|---------|
+ 164.74 | 103.79 | 23.79 | - | Circle center point too low.
+ ---------|---------|---------|---------|
+ 164.74 | 103.79 | 22.12 | - | Circle center point too low.
+ ---------|---------|---------|---------|
+ 164.74 | 105.55 | 38.88 | 2.09 | Evaluated earlier.
+ 164.74 | 105.55 | 37.22 | 1.87 | Evaluated earlier.
+ 164.74 | 105.55 | 35.55 | 1.62 | Evaluated earlier.
+ 164.74 | 105.55 | 33.88 | 1.05 | Evaluated earlier.
+ 164.74 | 105.55 | 32.22 | 1.10 | Evaluated earlier.
+ 164.74 | 105.55 | 30.55 | 1.12 | Evaluated earlier.
+ 164.74 | 105.55 | 28.88 | 1.17 | Evaluated earlier.
+ 164.74 | 105.55 | 27.22 | 1.23 | Evaluated earlier.
+ 164.74 | 105.55 | 25.55 | 1.30 | Evaluated earlier.
+ 164.74 | 105.55 | 23.88 | 1.35 | Evaluated earlier.
+ 164.74 | 107.31 | 40.64 | 2.09 | Evaluated earlier.
+ 164.74 | 107.31 | 38.97 | 1.89 | Evaluated earlier.
+ 164.74 | 107.31 | 37.31 | 1.61 | Evaluated earlier.
+ 164.74 | 107.31 | 35.64 | 1.06 | Evaluated earlier.
+ 164.74 | 107.31 | 33.97 | 1.08 | Evaluated earlier.
+ 164.74 | 107.31 | 32.31 | 1.12 | Evaluated earlier.
+ 164.74 | 107.31 | 30.64 | 1.15 | Evaluated earlier.
+ 164.74 | 107.31 | 28.97 | 1.20 | Evaluated earlier.
+ 164.74 | 107.31 | 27.31 | 1.26 | Evaluated earlier.
+ 164.74 | 107.31 | 25.64 | 1.31 | Evaluated earlier.
+ 164.74 | 109.06 | 42.40 | 2.11 | Evaluated earlier.
+ 164.74 | 109.06 | 40.73 | 1.90 | Evaluated earlier.
+ 164.74 | 109.06 | 39.06 | 1.64 | Evaluated earlier.
+ 164.74 | 109.06 | 37.40 | 1.08 | Evaluated earlier.
+ 164.74 | 109.06 | 35.73 | 1.09 | Evaluated earlier.
+ 164.74 | 109.06 | 34.06 | 1.12 | Evaluated earlier.
+ 164.74 | 109.06 | 32.40 | 1.15 | Evaluated earlier.
+ 164.74 | 109.06 | 30.73 | 1.19 | Evaluated earlier.
+ 164.74 | 109.06 | 29.06 | 1.24 | Evaluated earlier.
+ 164.74 | 109.06 | 27.40 | 1.28 | Evaluated earlier.
+ 164.74 | 110.82 | 44.16 | 2.14 | Evaluated earlier.
+ 164.74 | 110.82 | 42.49 | 1.93 | Evaluated earlier.
+ 164.74 | 110.82 | 40.82 | 1.66 | Evaluated earlier.
+ 164.74 | 110.82 | 39.16 | 1.11 | Evaluated earlier.
+ 164.74 | 110.82 | 37.49 | 1.10 | Evaluated earlier.
+ 164.74 | 110.82 | 35.82 | 1.13 | Evaluated earlier.
+ 164.74 | 110.82 | 34.16 | 1.15 | Evaluated earlier.
+ 164.74 | 110.82 | 32.49 | 1.19 | Evaluated earlier.
+ 164.74 | 110.82 | 30.82 | 1.23 | Evaluated earlier.
+ 164.74 | 110.82 | 29.16 | 1.27 | Evaluated earlier.
+ 164.74 | 112.58 | 45.91 | 2.17 | Evaluated earlier.
+ 164.74 | 112.58 | 44.25 | 1.95 | Evaluated earlier.
+ 164.74 | 112.58 | 42.58 | 1.69 | Evaluated earlier.
+ 164.74 | 112.58 | 40.91 | 1.14 | Evaluated earlier.
+ 164.74 | 112.58 | 39.25 | 1.11 | Evaluated earlier.
+ 164.74 | 112.58 | 37.58 | 1.14 | Evaluated earlier.
+ 164.74 | 112.58 | 35.91 | 1.16 | Evaluated earlier.
+ 164.74 | 112.58 | 34.25 | 1.20 | Evaluated earlier.
+ 164.74 | 112.58 | 32.58 | 1.23 | Evaluated earlier.
+ 164.74 | 112.58 | 30.91 | 1.27 | Evaluated earlier.
+ 164.74 | 114.34 | 47.67 | 2.20 | Evaluated earlier.
+ 164.74 | 114.34 | 46.01 | 1.98 | Evaluated earlier.
+ 164.74 | 114.34 | 44.34 | 1.72 | Evaluated earlier.
+ 164.74 | 114.34 | 42.67 | 1.15 | Evaluated earlier.
+ 164.74 | 114.34 | 41.01 | 1.13 | Evaluated earlier.
+ 164.74 | 114.34 | 39.34 | 1.16 | Evaluated earlier.
+ 164.74 | 114.34 | 37.67 | 1.18 | Evaluated earlier.
+ 164.74 | 114.34 | 36.01 | 1.21 | Evaluated earlier.
+ 164.74 | 114.34 | 34.34 | 1.24 | Evaluated earlier.
+ 164.74 | 114.34 | 32.67 | 1.28 | Evaluated earlier.
+ 164.74 | 116.10 | 49.43 | 2.24 | Evaluated earlier.
+ 164.74 | 116.10 | 47.76 | 2.02 | Evaluated earlier.
+ 164.74 | 116.10 | 46.10 | 1.74 | Evaluated earlier.
+ 164.74 | 116.10 | 44.43 | 1.18 | Evaluated earlier.
+ 164.74 | 116.10 | 42.76 | 1.15 | Evaluated earlier.
+ 164.74 | 116.10 | 41.10 | 1.18 | Evaluated earlier.
+ 164.74 | 116.10 | 39.43 | 1.20 | Evaluated earlier.
+ 164.74 | 116.10 | 37.76 | 1.23 | Evaluated earlier.
+ 164.74 | 116.10 | 36.10 | 1.26 | Evaluated earlier.
+ 164.74 | 116.10 | 34.43 | 1.30 | Evaluated earlier.
+ 164.74 | 117.86 | 51.19 | 2.28 | Evaluated earlier.
+ 164.74 | 117.86 | 49.52 | 2.05 | Evaluated earlier.
+ 164.74 | 117.86 | 47.85 | 1.78 | Evaluated earlier.
+ 164.74 | 117.86 | 46.19 | 1.20 | Evaluated earlier.
+ 164.74 | 117.86 | 44.52 | 1.19 | Evaluated earlier.
+ 164.74 | 117.86 | 42.85 | 1.19 | Evaluated earlier.
+ 164.74 | 117.86 | 41.19 | 1.22 | Evaluated earlier.
+ 164.74 | 117.86 | 39.52 | 1.25 | Evaluated earlier.
+ 164.74 | 117.86 | 37.86 | 1.28 | Evaluated earlier.
+ 164.74 | 117.86 | 36.19 | 1.32 | Evaluated earlier.
+ 164.74 | 119.61 | 52.95 | 2.32 | Evaluated earlier.
+ 164.74 | 119.61 | 51.28 | 2.08 | Evaluated earlier.
+ 164.74 | 119.61 | 49.61 | 1.81 | Evaluated earlier.
+ 164.74 | 119.61 | 47.95 | 1.22 | Evaluated earlier.
+ 164.74 | 119.61 | 46.28 | 1.22 | Evaluated earlier.
+ 164.74 | 119.61 | 44.61 | 1.22 | Evaluated earlier.
+ 164.74 | 119.61 | 42.95 | 1.24 | Evaluated earlier.
+ 164.74 | 119.61 | 41.28 | 1.27 | Evaluated earlier.
+ 164.74 | 119.61 | 39.61 | 1.31 | Evaluated earlier.
+ 164.74 | 119.61 | 37.95 | 1.34 | Evaluated earlier.
+ ---------|---------|---------|---------|
+ 167.13 | 103.79 | 37.12 | - | Circle center point too low.
+ ---------|---------|---------|---------|
+ 167.13 | 103.79 | 35.46 | - | Circle center point too low.
+ ---------|---------|---------|---------|
+ 167.13 | 103.79 | 33.79 | - | Circle center point too low.
+ ---------|---------|---------|---------|
+ 167.13 | 103.79 | 32.12 | - | Circle center point too low.
+ ---------|---------|---------|---------|
+ 167.13 | 103.79 | 30.46 | - | Circle center point too low.
+ ---------|---------|---------|---------|
+ 167.13 | 103.79 | 28.79 | - | Circle center point too low.
+ ---------|---------|---------|---------|
+ 167.13 | 103.79 | 27.12 | - | Circle center point too low.
+ ---------|---------|---------|---------|
+ 167.13 | 103.79 | 25.46 | - | Circle center point too low.
+ ---------|---------|---------|---------|
+ 167.13 | 103.79 | 23.79 | - | Circle center point too low.
+ ---------|---------|---------|---------|
+ 167.13 | 103.79 | 22.12 | - | Circle center point too low.
+ ---------|---------|---------|---------|
+ 167.13 | 105.55 | 38.88 | 2.06 | Evaluated earlier.
+ 167.13 | 105.55 | 37.22 | 1.86 | Evaluated earlier.
+ 167.13 | 105.55 | 35.55 | 1.58 | Evaluated earlier.
+ 167.13 | 105.55 | 33.88 | 1.08 | Evaluated earlier.
+ 167.13 | 105.55 | 32.22 | 1.13 | Evaluated earlier.
+ 167.13 | 105.55 | 30.55 | 1.18 | Evaluated earlier.
+ 167.13 | 105.55 | 28.88 | 1.26 | Evaluated earlier.
+ 167.13 | 105.55 | 27.22 | 1.34 | Evaluated earlier.
+ 167.13 | 105.55 | 25.55 | 1.33 | Evaluated earlier.
+ 167.13 | 105.55 | 23.88 | 1.35 | Evaluated earlier.
+ 167.13 | 107.31 | 40.64 | 2.07 | Evaluated earlier.
+ 167.13 | 107.31 | 38.97 | 1.86 | Evaluated earlier.
+ 167.13 | 107.31 | 37.31 | 1.59 | Evaluated earlier.
+ 167.13 | 107.31 | 35.64 | 1.07 | Evaluated earlier.
+ 167.13 | 107.31 | 33.97 | 1.11 | Evaluated earlier.
+ 167.13 | 107.31 | 32.31 | 1.15 | Evaluated earlier.
+ 167.13 | 107.31 | 30.64 | 1.21 | Evaluated earlier.
+ 167.13 | 107.31 | 28.97 | 1.28 | Evaluated earlier.
+ 167.13 | 107.31 | 27.31 | 1.36 | Evaluated earlier.
+ 167.13 | 107.31 | 25.64 | 1.35 | Evaluated earlier.
+ 167.13 | 109.06 | 42.40 | 2.10 | Evaluated earlier.
+ 167.13 | 109.06 | 40.73 | 1.88 | Evaluated earlier.
+ 167.13 | 109.06 | 39.06 | 1.62 | Evaluated earlier.
+ 167.13 | 109.06 | 37.40 | 1.07 | Evaluated earlier.
+ 167.13 | 109.06 | 35.73 | 1.11 | Evaluated earlier.
+ 167.13 | 109.06 | 34.06 | 1.14 | Evaluated earlier.
+ 167.13 | 109.06 | 32.40 | 1.18 | Evaluated earlier.
+ 167.13 | 109.06 | 30.73 | 1.24 | Evaluated earlier.
+ 167.13 | 109.06 | 29.06 | 1.31 | Evaluated earlier.
+ 167.13 | 109.06 | 27.40 | 1.39 | Evaluated earlier.
+ 167.13 | 110.82 | 44.16 | 2.11 | Evaluated earlier.
+ 167.13 | 110.82 | 42.49 | 1.90 | Evaluated earlier.
+ 167.13 | 110.82 | 40.82 | 1.64 | Evaluated earlier.
+ 167.13 | 110.82 | 39.16 | 1.09 | Evaluated earlier.
+ 167.13 | 110.82 | 37.49 | 1.11 | Evaluated earlier.
+ 167.13 | 110.82 | 35.82 | 1.14 | Evaluated earlier.
+ 167.13 | 110.82 | 34.16 | 1.17 | Evaluated earlier.
+ 167.13 | 110.82 | 32.49 | 1.22 | Evaluated earlier.
+ 167.13 | 110.82 | 30.82 | 1.28 | Evaluated earlier.
+ 167.13 | 110.82 | 29.16 | 1.35 | Evaluated earlier.
+ 167.13 | 112.58 | 45.91 | 2.14 | Evaluated earlier.
+ 167.13 | 112.58 | 44.25 | 1.92 | Evaluated earlier.
+ 167.13 | 112.58 | 42.58 | 1.66 | Evaluated earlier.
+ 167.13 | 112.58 | 40.91 | 1.09 | Evaluated earlier.
+ 167.13 | 112.58 | 39.25 | 1.12 | Evaluated earlier.
+ 167.13 | 112.58 | 37.58 | 1.14 | Evaluated earlier.
+ 167.13 | 112.58 | 35.91 | 1.18 | Evaluated earlier.
+ 167.13 | 112.58 | 34.25 | 1.21 | Evaluated earlier.
+ 167.13 | 112.58 | 32.58 | 1.26 | Evaluated earlier.
+ 167.13 | 112.58 | 30.91 | 1.32 | Evaluated earlier.
+ 167.13 | 114.34 | 47.67 | 2.16 | Evaluated earlier.
+ 167.13 | 114.34 | 46.01 | 1.95 | Evaluated earlier.
+ 167.13 | 114.34 | 44.34 | 1.68 | Evaluated earlier.
+ 167.13 | 114.34 | 42.67 | 1.11 | Evaluated earlier.
+ 167.13 | 114.34 | 41.01 | 1.13 | Evaluated earlier.
+ 167.13 | 114.34 | 39.34 | 1.16 | Evaluated earlier.
+ 167.13 | 114.34 | 37.67 | 1.18 | Evaluated earlier.
+ 167.13 | 114.34 | 36.01 | 1.22 | Evaluated earlier.
+ 167.13 | 114.34 | 34.34 | 1.26 | Evaluated earlier.
+ 167.13 | 114.34 | 32.67 | 1.31 | Evaluated earlier.
+ 167.13 | 116.10 | 49.43 | 2.19 | Evaluated earlier.
+ 167.13 | 116.10 | 47.76 | 1.98 | Evaluated earlier.
+ 167.13 | 116.10 | 46.10 | 1.71 | Evaluated earlier.
+ 167.13 | 116.10 | 44.43 | 1.14 | Evaluated earlier.
+ 167.13 | 116.10 | 42.76 | 1.15 | Evaluated earlier.
+ 167.13 | 116.10 | 41.10 | 1.17 | Evaluated earlier.
+ 167.13 | 116.10 | 39.43 | 1.20 | Evaluated earlier.
+ 167.13 | 116.10 | 37.76 | 1.23 | Evaluated earlier.
+ 167.13 | 116.10 | 36.10 | 1.27 | Evaluated earlier.
+ 167.13 | 116.10 | 34.43 | 1.31 | Evaluated earlier.
+ 167.13 | 117.86 | 51.19 | 2.23 | Evaluated earlier.
+ 167.13 | 117.86 | 49.52 | 2.01 | Evaluated earlier.
+ 167.13 | 117.86 | 47.85 | 1.74 | Evaluated earlier.
+ 167.13 | 117.86 | 46.19 | 1.17 | Evaluated earlier.
+ 167.13 | 117.86 | 44.52 | 1.16 | Evaluated earlier.
+ 167.13 | 117.86 | 42.85 | 1.19 | Evaluated earlier.
+ 167.13 | 117.86 | 41.19 | 1.21 | Evaluated earlier.
+ 167.13 | 117.86 | 39.52 | 1.24 | Evaluated earlier.
+ 167.13 | 117.86 | 37.86 | 1.28 | Evaluated earlier.
+ 167.13 | 117.86 | 36.19 | 1.32 | Evaluated earlier.
+ 167.13 | 119.61 | 52.95 | 2.26 | Evaluated earlier.
+ 167.13 | 119.61 | 51.28 | 2.04 | Evaluated earlier.
+ 167.13 | 119.61 | 49.61 | 1.77 | Evaluated earlier.
+ 167.13 | 119.61 | 47.95 | 1.19 | Evaluated earlier.
+ 167.13 | 119.61 | 46.28 | 1.18 | Evaluated earlier.
+ 167.13 | 119.61 | 44.61 | 1.21 | Evaluated earlier.
+ 167.13 | 119.61 | 42.95 | 1.23 | Evaluated earlier.
+ 167.13 | 119.61 | 41.28 | 1.26 | Evaluated earlier.
+ 167.13 | 119.61 | 39.61 | 1.30 | Evaluated earlier.
+ 167.13 | 119.61 | 37.95 | 1.34 | Evaluated earlier.
+ ---------|---------|---------|---------|
+ 169.51 | 103.79 | 37.12 | - | Circle center point too low.
+ ---------|---------|---------|---------|
+ 169.51 | 103.79 | 35.46 | - | Circle center point too low.
+ ---------|---------|---------|---------|
+ 169.51 | 103.79 | 33.79 | - | Circle center point too low.
+ ---------|---------|---------|---------|
+ 169.51 | 103.79 | 32.12 | - | Circle center point too low.
+ ---------|---------|---------|---------|
+ 169.51 | 103.79 | 30.46 | - | Circle center point too low.
+ ---------|---------|---------|---------|
+ 169.51 | 103.79 | 28.79 | - | Circle center point too low.
+ ---------|---------|---------|---------|
+ 169.51 | 103.79 | 27.12 | - | Circle center point too low.
+ ---------|---------|---------|---------|
+ 169.51 | 103.79 | 25.46 | - | Circle center point too low.
+ ---------|---------|---------|---------|
+ 169.51 | 103.79 | 23.79 | - | Circle center point too low.
+ ---------|---------|---------|---------|
+ 169.51 | 103.79 | 22.12 | - | Circle center point too low.
+ ---------|---------|---------|---------|
+ 169.51 | 105.55 | 38.88 | 2.07 | Evaluated earlier.
+ 169.51 | 105.55 | 37.22 | 1.89 | Evaluated earlier.
+ 169.51 | 105.55 | 35.55 | 1.64 | Evaluated earlier.
+ 169.51 | 105.55 | 33.88 | 1.14 | Evaluated earlier.
+ 169.51 | 105.55 | 32.22 | 1.20 | Evaluated earlier.
+ 169.51 | 105.55 | 30.55 | 1.28 | Evaluated earlier.
+ 169.51 | 105.55 | 28.88 | 1.41 | Evaluated earlier.
+ 169.51 | 105.55 | 27.22 | 1.36 | Evaluated earlier.
+ 169.51 | 105.55 | 25.55 | 1.40 | Evaluated earlier.
+ 169.51 | 105.55 | 23.88 | 1.45 | Evaluated earlier.
+ 169.51 | 107.31 | 40.64 | 2.09 | Evaluated earlier.
+ 169.51 | 107.31 | 38.97 | 1.85 | Evaluated earlier.
+ 169.51 | 107.31 | 37.31 | 1.64 | Evaluated earlier.
+ 169.51 | 107.31 | 35.64 | 1.11 | Evaluated earlier.
+ 169.51 | 107.31 | 33.97 | 1.17 | Evaluated earlier.
+ 169.51 | 107.31 | 32.31 | 1.23 | Evaluated earlier.
+ 169.51 | 107.31 | 30.64 | 1.30 | Evaluated earlier.
+ 169.51 | 107.31 | 28.97 | 1.40 | Evaluated earlier.
+ 169.51 | 107.31 | 27.31 | 1.37 | Evaluated earlier.
+ 169.51 | 107.31 | 25.64 | 1.42 | Evaluated earlier.
+ 169.51 | 109.06 | 42.40 | 2.09 | Evaluated earlier.
+ 169.51 | 109.06 | 40.73 | 1.88 | Evaluated earlier.
+ 169.51 | 109.06 | 39.06 | 1.61 | Evaluated earlier.
+ 169.51 | 109.06 | 37.40 | 1.11 | Evaluated earlier.
+ 169.51 | 109.06 | 35.73 | 1.15 | Evaluated earlier.
+ 169.51 | 109.06 | 34.06 | 1.20 | Evaluated earlier.
+ 169.51 | 109.06 | 32.40 | 1.26 | Evaluated earlier.
+ 169.51 | 109.06 | 30.73 | 1.33 | Evaluated earlier.
+ 169.51 | 109.06 | 29.06 | 1.40 | Evaluated earlier.
+ 169.51 | 109.06 | 27.40 | 1.40 | Evaluated earlier.
+ 169.51 | 110.82 | 44.16 | 2.10 | Evaluated earlier.
+ 169.51 | 110.82 | 42.49 | 1.90 | Evaluated earlier.
+ 169.51 | 110.82 | 40.82 | 1.62 | Evaluated earlier.
+ 169.51 | 110.82 | 39.16 | 1.11 | Evaluated earlier.
+ 169.51 | 110.82 | 37.49 | 1.14 | Evaluated earlier.
+ 169.51 | 110.82 | 35.82 | 1.18 | Evaluated earlier.
+ 169.51 | 110.82 | 34.16 | 1.23 | Evaluated earlier.
+ 169.51 | 110.82 | 32.49 | 1.29 | Evaluated earlier.
+ 169.51 | 110.82 | 30.82 | 1.37 | Evaluated earlier.
+ 169.51 | 110.82 | 29.16 | 1.39 | Evaluated earlier.
+ 169.51 | 112.58 | 45.91 | 2.13 | Evaluated earlier.
+ 169.51 | 112.58 | 44.25 | 1.91 | Evaluated earlier.
+ 169.51 | 112.58 | 42.58 | 1.63 | Evaluated earlier.
+ 169.51 | 112.58 | 40.91 | 1.11 | Evaluated earlier.
+ 169.51 | 112.58 | 39.25 | 1.14 | Evaluated earlier.
+ 169.51 | 112.58 | 37.58 | 1.18 | Evaluated earlier.
+ 169.51 | 112.58 | 35.91 | 1.21 | Evaluated earlier.
+ 169.51 | 112.58 | 34.25 | 1.27 | Evaluated earlier.
+ 169.51 | 112.58 | 32.58 | 1.34 | Evaluated earlier.
+ 169.51 | 112.58 | 30.91 | 1.41 | Evaluated earlier.
+ 169.51 | 114.34 | 47.67 | 2.14 | Evaluated earlier.
+ 169.51 | 114.34 | 46.01 | 1.94 | Evaluated earlier.
+ 169.51 | 114.34 | 44.34 | 1.65 | Evaluated earlier.
+ 169.51 | 114.34 | 42.67 | 1.12 | Evaluated earlier.
+ 169.51 | 114.34 | 41.01 | 1.15 | Evaluated earlier.
+ 169.51 | 114.34 | 39.34 | 1.18 | Evaluated earlier.
+ 169.51 | 114.34 | 37.67 | 1.21 | Evaluated earlier.
+ 169.51 | 114.34 | 36.01 | 1.25 | Evaluated earlier.
+ 169.51 | 114.34 | 34.34 | 1.31 | Evaluated earlier.
+ 169.51 | 114.34 | 32.67 | 1.38 | Evaluated earlier.
+ 169.51 | 116.10 | 49.43 | 2.17 | Evaluated earlier.
+ 169.51 | 116.10 | 47.76 | 1.95 | Evaluated earlier.
+ 169.51 | 116.10 | 46.10 | 1.69 | Evaluated earlier.
+ 169.51 | 116.10 | 44.43 | 1.13 | Evaluated earlier.
+ 169.51 | 116.10 | 42.76 | 1.16 | Evaluated earlier.
+ 169.51 | 116.10 | 41.10 | 1.18 | Evaluated earlier.
+ 169.51 | 116.10 | 39.43 | 1.22 | Evaluated earlier.
+ 169.51 | 116.10 | 37.76 | 1.26 | Evaluated earlier.
+ 169.51 | 116.10 | 36.10 | 1.30 | Evaluated earlier.
+ 169.51 | 116.10 | 34.43 | 1.36 | Evaluated earlier.
+ 169.51 | 117.86 | 51.19 | 2.20 | Evaluated earlier.
+ 169.51 | 117.86 | 49.52 | 1.98 | Evaluated earlier.
+ 169.51 | 117.86 | 47.85 | 1.72 | Evaluated earlier.
+ 169.51 | 117.86 | 46.19 | 1.14 | Evaluated earlier.
+ 169.51 | 117.86 | 44.52 | 1.17 | Evaluated earlier.
+ 169.51 | 117.86 | 42.85 | 1.20 | Evaluated earlier.
+ 169.51 | 117.86 | 41.19 | 1.23 | Evaluated earlier.
+ 169.51 | 117.86 | 39.52 | 1.26 | Evaluated earlier.
+ 169.51 | 117.86 | 37.86 | 1.30 | Evaluated earlier.
+ 169.51 | 117.86 | 36.19 | 1.35 | Evaluated earlier.
+ 169.51 | 119.61 | 52.95 | 2.23 | Evaluated earlier.
+ 169.51 | 119.61 | 51.28 | 2.01 | Evaluated earlier.
+ 169.51 | 119.61 | 49.61 | 1.74 | Evaluated earlier.
+ 169.51 | 119.61 | 47.95 | 1.16 | Evaluated earlier.
+ 169.51 | 119.61 | 46.28 | 1.18 | Evaluated earlier.
+ 169.51 | 119.61 | 44.61 | 1.21 | Evaluated earlier.
+ 169.51 | 119.61 | 42.95 | 1.24 | Evaluated earlier.
+ 169.51 | 119.61 | 41.28 | 1.27 | Evaluated earlier.
+ 169.51 | 119.61 | 39.61 | 1.31 | Evaluated earlier.
+ 169.51 | 119.61 | 37.95 | 1.35 | Evaluated earlier.
+ ---------|---------|---------|---------|
+ 171.90 | 103.79 | 37.12 | - | Circle center point too low.
+ ---------|---------|---------|---------|
+ 171.90 | 103.79 | 35.46 | - | Circle center point too low.
+ ---------|---------|---------|---------|
+ 171.90 | 103.79 | 33.79 | - | Circle center point too low.
+ ---------|---------|---------|---------|
+ 171.90 | 103.79 | 32.12 | - | Circle center point too low.
+ ---------|---------|---------|---------|
+ 171.90 | 103.79 | 30.46 | - | Circle center point too low.
+ ---------|---------|---------|---------|
+ 171.90 | 103.79 | 28.79 | - | Circle center point too low.
+ ---------|---------|---------|---------|
+ 171.90 | 103.79 | 27.12 | - | Circle center point too low.
+ ---------|---------|---------|---------|
+ 171.90 | 103.79 | 25.46 | - | Circle center point too low.
+ ---------|---------|---------|---------|
+ 171.90 | 103.79 | 23.79 | - | Circle center point too low.
+ ---------|---------|---------|---------|
+ 171.90 | 103.79 | 22.12 | - | Circle center point too low.
+ ---------|---------|---------|---------|
+ 171.90 | 105.55 | 38.88 | 2.12 | Evaluated earlier.
+ 171.90 | 105.55 | 37.22 | 1.95 | Evaluated earlier.
+ 171.90 | 105.55 | 35.55 | 1.74 | Evaluated earlier.
+ 171.90 | 105.55 | 33.88 | 1.25 | Evaluated earlier.
+ 171.90 | 105.55 | 32.22 | 1.32 | Evaluated earlier.
+ 171.90 | 105.55 | 30.55 | 1.36 | Evaluated earlier.
+ 171.90 | 105.55 | 28.88 | 1.40 | Evaluated earlier.
+ 171.90 | 105.55 | 27.22 | 1.45 | Evaluated earlier.
+ 171.90 | 105.55 | 25.55 | 1.52 | Evaluated earlier.
+ 171.90 | 105.55 | 23.88 | 1.59 | Evaluated earlier.
+ 171.90 | 107.31 | 40.64 | 2.10 | Evaluated earlier.
+ 171.90 | 107.31 | 38.97 | 1.92 | Evaluated earlier.
+ 171.90 | 107.31 | 37.31 | 1.70 | Evaluated earlier.
+ 171.90 | 107.31 | 35.64 | 1.19 | Evaluated earlier.
+ 171.90 | 107.31 | 33.97 | 1.28 | Evaluated earlier.
+ 171.90 | 107.31 | 32.31 | 1.36 | Evaluated earlier.
+ 171.90 | 107.31 | 30.64 | 1.37 | Evaluated earlier.
+ 171.90 | 107.31 | 28.97 | 1.41 | Evaluated earlier.
+ 171.90 | 107.31 | 27.31 | 1.47 | Evaluated earlier.
+ 171.90 | 107.31 | 25.64 | 1.53 | Evaluated earlier.
+ 171.90 | 109.06 | 42.40 | 2.10 | Evaluated earlier.
+ 171.90 | 109.06 | 40.73 | 1.91 | Evaluated earlier.
+ 171.90 | 109.06 | 39.06 | 1.68 | Evaluated earlier.
+ 171.90 | 109.06 | 37.40 | 1.16 | Evaluated earlier.
+ 171.90 | 109.06 | 35.73 | 1.22 | Evaluated earlier.
+ 171.90 | 109.06 | 34.06 | 1.30 | Evaluated earlier.
+ 171.90 | 109.06 | 32.40 | 1.38 | Evaluated earlier.
+ 171.90 | 109.06 | 30.73 | 1.39 | Evaluated earlier.
+ 171.90 | 109.06 | 29.06 | 1.43 | Evaluated earlier.
+ 171.90 | 109.06 | 27.40 | 1.48 | Evaluated earlier.
+ 171.90 | 110.82 | 44.16 | 2.12 | Evaluated earlier.
+ 171.90 | 110.82 | 42.49 | 1.90 | Evaluated earlier.
+ 171.90 | 110.82 | 40.82 | 1.66 | Evaluated earlier.
+ 171.90 | 110.82 | 39.16 | 1.15 | Evaluated earlier.
+ 171.90 | 110.82 | 37.49 | 1.20 | Evaluated earlier.
+ 171.90 | 110.82 | 35.82 | 1.26 | Evaluated earlier.
+ 171.90 | 110.82 | 34.16 | 1.33 | Evaluated earlier.
+ 171.90 | 110.82 | 32.49 | 1.41 | Evaluated earlier.
+ 171.90 | 110.82 | 30.82 | 1.41 | Evaluated earlier.
+ 171.90 | 110.82 | 29.16 | 1.45 | Evaluated earlier.
+ 171.90 | 112.58 | 45.91 | 2.13 | Evaluated earlier.
+ 171.90 | 112.58 | 44.25 | 1.90 | Evaluated earlier.
+ 171.90 | 112.58 | 42.58 | 1.66 | Evaluated earlier.
+ 171.90 | 112.58 | 40.91 | 1.15 | Evaluated earlier.
+ 171.90 | 112.58 | 39.25 | 1.18 | Evaluated earlier.
+ 171.90 | 112.58 | 37.58 | 1.23 | Evaluated earlier.
+ 171.90 | 112.58 | 35.91 | 1.29 | Evaluated earlier.
+ 171.90 | 112.58 | 34.25 | 1.36 | Evaluated earlier.
+ 171.90 | 112.58 | 32.58 | 1.44 | Evaluated earlier.
+ 171.90 | 112.58 | 30.91 | 1.44 | Evaluated earlier.
+ 171.90 | 114.34 | 47.67 | 2.15 | Evaluated earlier.
+ 171.90 | 114.34 | 46.01 | 1.92 | Evaluated earlier.
+ 171.90 | 114.34 | 44.34 | 1.67 | Evaluated earlier.
+ 171.90 | 114.34 | 42.67 | 1.15 | Evaluated earlier.
+ 171.90 | 114.34 | 41.01 | 1.18 | Evaluated earlier.
+ 171.90 | 114.34 | 39.34 | 1.22 | Evaluated earlier.
+ 171.90 | 114.34 | 37.67 | 1.27 | Evaluated earlier.
+ 171.90 | 114.34 | 36.01 | 1.33 | Evaluated earlier.
+ 171.90 | 114.34 | 34.34 | 1.41 | Evaluated earlier.
+ 171.90 | 114.34 | 32.67 | 1.45 | Evaluated earlier.
+ 171.90 | 116.10 | 49.43 | 2.17 | Evaluated earlier.
+ 171.90 | 116.10 | 47.76 | 1.95 | Evaluated earlier.
+ 171.90 | 116.10 | 46.10 | 1.69 | Evaluated earlier.
+ 171.90 | 116.10 | 44.43 | 1.15 | Evaluated earlier.
+ 171.90 | 116.10 | 42.76 | 1.18 | Evaluated earlier.
+ 171.90 | 116.10 | 41.10 | 1.22 | Evaluated earlier.
+ 171.90 | 116.10 | 39.43 | 1.26 | Evaluated earlier.
+ 171.90 | 116.10 | 37.76 | 1.31 | Evaluated earlier.
+ 171.90 | 116.10 | 36.10 | 1.38 | Evaluated earlier.
+ 171.90 | 116.10 | 34.43 | 1.45 | Evaluated earlier.
+ 171.90 | 117.86 | 51.19 | 2.19 | Evaluated earlier.
+ 171.90 | 117.86 | 49.52 | 1.98 | Evaluated earlier.
+ 171.90 | 117.86 | 47.85 | 1.70 | Evaluated earlier.
+ 171.90 | 117.86 | 46.19 | 1.16 | Evaluated earlier.
+ 171.90 | 117.86 | 44.52 | 1.19 | Evaluated earlier.
+ 171.90 | 117.86 | 42.85 | 1.22 | Evaluated earlier.
+ 171.90 | 117.86 | 41.19 | 1.26 | Evaluated earlier.
+ 171.90 | 117.86 | 39.52 | 1.31 | Evaluated earlier.
+ 171.90 | 117.86 | 37.86 | 1.36 | Evaluated earlier.
+ 171.90 | 117.86 | 36.19 | 1.43 | Evaluated earlier.
+ 171.90 | 119.61 | 52.95 | 2.22 | Evaluated earlier.
+ 171.90 | 119.61 | 51.28 | 2.00 | Evaluated earlier.
+ 171.90 | 119.61 | 49.61 | 1.72 | Evaluated earlier.
+ 171.90 | 119.61 | 47.95 | 1.17 | Evaluated earlier.
+ 171.90 | 119.61 | 46.28 | 1.20 | Evaluated earlier.
+ 171.90 | 119.61 | 44.61 | 1.23 | Evaluated earlier.
+ 171.90 | 119.61 | 42.95 | 1.27 | Evaluated earlier.
+ 171.90 | 119.61 | 41.28 | 1.31 | Evaluated earlier.
+ 171.90 | 119.61 | 39.61 | 1.35 | Evaluated earlier.
+ 171.90 | 119.61 | 37.95 | 1.42 | Evaluated earlier.
+ ---------|---------|---------|---------|
+ 174.28 | 103.79 | 37.12 | - | Circle center point too low.
+ ---------|---------|---------|---------|
+ 174.28 | 103.79 | 35.46 | - | Circle center point too low.
+ ---------|---------|---------|---------|
+ 174.28 | 103.79 | 33.79 | - | Circle center point too low.
+ ---------|---------|---------|---------|
+ 174.28 | 103.79 | 32.12 | - | Circle center point too low.
+ ---------|---------|---------|---------|
+ 174.28 | 103.79 | 30.46 | - | Circle center point too low.
+ ---------|---------|---------|---------|
+ 174.28 | 103.79 | 28.79 | - | Circle center point too low.
+ ---------|---------|---------|---------|
+ 174.28 | 103.79 | 27.12 | - | Circle center point too low.
+ ---------|---------|---------|---------|
+ 174.28 | 103.79 | 25.46 | - | Circle center point too low.
+ ---------|---------|---------|---------|
+ 174.28 | 103.79 | 23.79 | - | Circle center point too low.
+ ---------|---------|---------|---------|
+ 174.28 | 103.79 | 22.12 | - | Circle center point too low.
+ ---------|---------|---------|---------|
+ 174.28 | 105.55 | 38.88 | 2.24 | Evaluated earlier.
+ 174.28 | 105.55 | 37.22 | 2.11 | Evaluated earlier.
+ 174.28 | 105.55 | 35.55 | 1.92 | Evaluated earlier.
+ 174.28 | 105.55 | 33.88 | 1.43 | Evaluated earlier.
+ 174.28 | 105.55 | 32.22 | 1.40 | Evaluated earlier.
+ 174.28 | 105.55 | 30.55 | 1.47 | Evaluated earlier.
+ 174.28 | 105.55 | 28.88 | 1.54 | Evaluated earlier.
+ 174.28 | 105.55 | 27.22 | 1.61 | Evaluated earlier.
+ 174.28 | 105.55 | 25.55 | 1.71 | Evaluated earlier.
+ 174.28 | 105.55 | 23.88 | 1.81 | Evaluated earlier.
+ 174.28 | 107.31 | 40.64 | 2.18 | Evaluated earlier.
+ 174.28 | 107.31 | 38.97 | 2.03 | Evaluated earlier.
+ 174.28 | 107.31 | 37.31 | 1.84 | Evaluated earlier.
+ 174.28 | 107.31 | 35.64 | 1.31 | Evaluated earlier.
+ 174.28 | 107.31 | 33.97 | 1.45 | Evaluated earlier.
+ 174.28 | 107.31 | 32.31 | 1.42 | Evaluated earlier.
+ 174.28 | 107.31 | 30.64 | 1.48 | Evaluated earlier.
+ 174.28 | 107.31 | 28.97 | 1.54 | Evaluated earlier.
+ 174.28 | 107.31 | 27.31 | 1.62 | Evaluated earlier.
+ 174.28 | 107.31 | 25.64 | 1.71 | Evaluated earlier.
+ 174.28 | 109.06 | 42.40 | 2.17 | Evaluated earlier.
+ 174.28 | 109.06 | 40.73 | 1.98 | Evaluated earlier.
+ 174.28 | 109.06 | 39.06 | 1.77 | Evaluated earlier.
+ 174.28 | 109.06 | 37.40 | 1.26 | Evaluated earlier.
+ 174.28 | 109.06 | 35.73 | 1.34 | Evaluated earlier.
+ 174.28 | 109.06 | 34.06 | 1.45 | Evaluated earlier.
+ 174.28 | 109.06 | 32.40 | 1.44 | Evaluated earlier.
+ 174.28 | 109.06 | 30.73 | 1.49 | Evaluated earlier.
+ 174.28 | 109.06 | 29.06 | 1.56 | Evaluated earlier.
+ 174.28 | 109.06 | 27.40 | 1.63 | Evaluated earlier.
+ 174.28 | 110.82 | 44.16 | 2.14 | Evaluated earlier.
+ 174.28 | 110.82 | 42.49 | 1.97 | Evaluated earlier.
+ 174.28 | 110.82 | 40.82 | 1.74 | Evaluated earlier.
+ 174.28 | 110.82 | 39.16 | 1.22 | Evaluated earlier.
+ 174.28 | 110.82 | 37.49 | 1.29 | Evaluated earlier.
+ 174.28 | 110.82 | 35.82 | 1.38 | Evaluated earlier.
+ 174.28 | 110.82 | 34.16 | 1.45 | Evaluated earlier.
+ 174.28 | 110.82 | 32.49 | 1.46 | Evaluated earlier.
+ 174.28 | 110.82 | 30.82 | 1.52 | Evaluated earlier.
+ 174.28 | 110.82 | 29.16 | 1.57 | Evaluated earlier.
+ 174.28 | 112.58 | 45.91 | 2.14 | Evaluated earlier.
+ 174.28 | 112.58 | 44.25 | 1.95 | Evaluated earlier.
+ 174.28 | 112.58 | 42.58 | 1.73 | Evaluated earlier.
+ 174.28 | 112.58 | 40.91 | 1.20 | Evaluated earlier.
+ 174.28 | 112.58 | 39.25 | 1.26 | Evaluated earlier.
+ 174.28 | 112.58 | 37.58 | 1.34 | Evaluated earlier.
+ 174.28 | 112.58 | 35.91 | 1.41 | Evaluated earlier.
+ 174.28 | 112.58 | 34.25 | 1.45 | Evaluated earlier.
+ 174.28 | 112.58 | 32.58 | 1.49 | Evaluated earlier.
+ 174.28 | 112.58 | 30.91 | 1.54 | Evaluated earlier.
+ 174.28 | 114.34 | 47.67 | 2.16 | Evaluated earlier.
+ 174.28 | 114.34 | 46.01 | 1.95 | Evaluated earlier.
+ 174.28 | 114.34 | 44.34 | 1.72 | Evaluated earlier.
+ 174.28 | 114.34 | 42.67 | 1.19 | Evaluated earlier.
+ 174.28 | 114.34 | 41.01 | 1.24 | Evaluated earlier.
+ 174.28 | 114.34 | 39.34 | 1.30 | Evaluated earlier.
+ 174.28 | 114.34 | 37.67 | 1.37 | Evaluated earlier.
+ 174.28 | 114.34 | 36.01 | 1.45 | Evaluated earlier.
+ 174.28 | 114.34 | 34.34 | 1.46 | Evaluated earlier.
+ 174.28 | 114.34 | 32.67 | 1.51 | Evaluated earlier.
+ 174.28 | 116.10 | 49.43 | 2.18 | Evaluated earlier.
+ 174.28 | 116.10 | 47.76 | 1.96 | Evaluated earlier.
+ 174.28 | 116.10 | 46.10 | 1.72 | Evaluated earlier.
+ 174.28 | 116.10 | 44.43 | 1.19 | Evaluated earlier.
+ 174.28 | 116.10 | 42.76 | 1.23 | Evaluated earlier.
+ 174.28 | 116.10 | 41.10 | 1.28 | Evaluated earlier.
+ 174.28 | 116.10 | 39.43 | 1.34 | Evaluated earlier.
+ 174.28 | 116.10 | 37.76 | 1.41 | Evaluated earlier.
+ 174.28 | 116.10 | 36.10 | 1.49 | Evaluated earlier.
+ 174.28 | 116.10 | 34.43 | 1.50 | Evaluated earlier.
+ 174.28 | 117.86 | 51.19 | 2.20 | Evaluated earlier.
+ 174.28 | 117.86 | 49.52 | 1.97 | Evaluated earlier.
+ 174.28 | 117.86 | 47.85 | 1.73 | Evaluated earlier.
+ 174.28 | 117.86 | 46.19 | 1.19 | Evaluated earlier.
+ 174.28 | 117.86 | 44.52 | 1.23 | Evaluated earlier.
+ 174.28 | 117.86 | 42.85 | 1.27 | Evaluated earlier.
+ 174.28 | 117.86 | 41.19 | 1.32 | Evaluated earlier.
+ 174.28 | 117.86 | 39.52 | 1.39 | Evaluated earlier.
+ 174.28 | 117.86 | 37.86 | 1.46 | Evaluated earlier.
+ 174.28 | 117.86 | 36.19 | 1.51 | Evaluated earlier.
+ 174.28 | 119.61 | 52.95 | 2.23 | Evaluated earlier.
+ 174.28 | 119.61 | 51.28 | 1.99 | Evaluated earlier.
+ 174.28 | 119.61 | 49.61 | 1.74 | Evaluated earlier.
+ 174.28 | 119.61 | 47.95 | 1.20 | Evaluated earlier.
+ 174.28 | 119.61 | 46.28 | 1.23 | Evaluated earlier.
+ 174.28 | 119.61 | 44.61 | 1.27 | Evaluated earlier.
+ 174.28 | 119.61 | 42.95 | 1.31 | Evaluated earlier.
+ 174.28 | 119.61 | 41.28 | 1.37 | Evaluated earlier.
+ 174.28 | 119.61 | 39.61 | 1.44 | Evaluated earlier.
+ 174.28 | 119.61 | 37.95 | 1.51 | Evaluated earlier.
+ ---------|---------|---------|---------|
+ 176.67 | 103.79 | 37.12 | - | Circle center point too low.
+ ---------|---------|---------|---------|
+ 176.67 | 103.79 | 35.46 | - | Circle center point too low.
+ ---------|---------|---------|---------|
+ 176.67 | 103.79 | 33.79 | - | Circle center point too low.
+ ---------|---------|---------|---------|
+ 176.67 | 103.79 | 32.12 | - | Circle center point too low.
+ ---------|---------|---------|---------|
+ 176.67 | 103.79 | 30.46 | - | Circle center point too low.
+ ---------|---------|---------|---------|
+ 176.67 | 103.79 | 28.79 | - | Circle center point too low.
+ ---------|---------|---------|---------|
+ 176.67 | 103.79 | 27.12 | - | Circle center point too low.
+ ---------|---------|---------|---------|
+ 176.67 | 103.79 | 25.46 | - | Circle center point too low.
+ ---------|---------|---------|---------|
+ 176.67 | 103.79 | 23.79 | - | Circle center point too low.
+ ---------|---------|---------|---------|
+ 176.67 | 103.79 | 22.12 | - | Circle center point too low.
+ ---------|---------|---------|---------|
+ 176.67 | 105.55 | 38.88 | 2.48 | Evaluated earlier.
+ 176.67 | 105.55 | 37.22 | 2.31 | Evaluated earlier.
+ 176.67 | 105.55 | 35.55 | 2.11 | Evaluated earlier.
+ 176.67 | 105.55 | 33.88 | 1.46 | Evaluated earlier.
+ 176.67 | 105.55 | 32.22 | 1.53 | Evaluated earlier.
+ 176.67 | 105.55 | 30.55 | 1.63 | Evaluated earlier.
+ 176.67 | 105.55 | 28.88 | 1.73 | Evaluated earlier.
+ 176.67 | 105.55 | 27.22 | 1.84 | Evaluated earlier.
+ 176.67 | 105.55 | 25.55 | 1.95 | Evaluated earlier.
+ 176.67 | 105.55 | 23.88 | 2.09 | Evaluated earlier.
+ 176.67 | 107.31 | 40.64 | 2.34 | Evaluated earlier.
+ 176.67 | 107.31 | 38.97 | 2.23 | Evaluated earlier.
+ 176.67 | 107.31 | 37.31 | 2.02 | Evaluated earlier.
+ 176.67 | 107.31 | 35.64 | 1.43 | Evaluated earlier.
+ 176.67 | 107.31 | 33.97 | 1.48 | Evaluated earlier.
+ 176.67 | 107.31 | 32.31 | 1.56 | Evaluated earlier.
+ 176.67 | 107.31 | 30.64 | 1.64 | Evaluated earlier.
+ 176.67 | 107.31 | 28.97 | 1.73 | Evaluated earlier.
+ 176.67 | 107.31 | 27.31 | 1.85 | Evaluated earlier.
+ 176.67 | 107.31 | 25.64 | 1.95 | Evaluated earlier.
+ 176.67 | 109.06 | 42.40 | 2.26 | Evaluated earlier.
+ 176.67 | 109.06 | 40.73 | 2.12 | Evaluated earlier.
+ 176.67 | 109.06 | 39.06 | 1.94 | Evaluated earlier.
+ 176.67 | 109.06 | 37.40 | 1.40 | Evaluated earlier.
+ 176.67 | 109.06 | 35.73 | 1.44 | Evaluated earlier.
+ 176.67 | 109.06 | 34.06 | 1.50 | Evaluated earlier.
+ 176.67 | 109.06 | 32.40 | 1.57 | Evaluated earlier.
+ 176.67 | 109.06 | 30.73 | 1.65 | Evaluated earlier.
+ 176.67 | 109.06 | 29.06 | 1.75 | Evaluated earlier.
+ 176.67 | 109.06 | 27.40 | 1.86 | Evaluated earlier.
+ 176.67 | 110.82 | 44.16 | 2.23 | Evaluated earlier.
+ 176.67 | 110.82 | 42.49 | 2.07 | Evaluated earlier.
+ 176.67 | 110.82 | 40.82 | 1.86 | Evaluated earlier.
+ 176.67 | 110.82 | 39.16 | 1.35 | Evaluated earlier.
+ 176.67 | 110.82 | 37.49 | 1.44 | Evaluated earlier.
+ 176.67 | 110.82 | 35.82 | 1.46 | Evaluated earlier.
+ 176.67 | 110.82 | 34.16 | 1.52 | Evaluated earlier.
+ 176.67 | 110.82 | 32.49 | 1.59 | Evaluated earlier.
+ 176.67 | 110.82 | 30.82 | 1.67 | Evaluated earlier.
+ 176.67 | 110.82 | 29.16 | 1.76 | Evaluated earlier.
+ 176.67 | 112.58 | 45.91 | 2.22 | Evaluated earlier.
+ 176.67 | 112.58 | 44.25 | 2.04 | Evaluated earlier.
+ 176.67 | 112.58 | 42.58 | 1.82 | Evaluated earlier.
+ 176.67 | 112.58 | 40.91 | 1.30 | Evaluated earlier.
+ 176.67 | 112.58 | 39.25 | 1.38 | Evaluated earlier.
+ 176.67 | 112.58 | 37.58 | 1.47 | Evaluated earlier.
+ 176.67 | 112.58 | 35.91 | 1.49 | Evaluated earlier.
+ 176.67 | 112.58 | 34.25 | 1.55 | Evaluated earlier.
+ 176.67 | 112.58 | 32.58 | 1.62 | Evaluated earlier.
+ 176.67 | 112.58 | 30.91 | 1.69 | Evaluated earlier.
+ 176.67 | 114.34 | 47.67 | 2.20 | Evaluated earlier.
+ 176.67 | 114.34 | 46.01 | 2.03 | Evaluated earlier.
+ 176.67 | 114.34 | 44.34 | 1.79 | Evaluated earlier.
+ 176.67 | 114.34 | 42.67 | 1.26 | Evaluated earlier.
+ 176.67 | 114.34 | 41.01 | 1.34 | Evaluated earlier.
+ 176.67 | 114.34 | 39.34 | 1.42 | Evaluated earlier.
+ 176.67 | 114.34 | 37.67 | 1.50 | Evaluated earlier.
+ 176.67 | 114.34 | 36.01 | 1.51 | Evaluated earlier.
+ 176.67 | 114.34 | 34.34 | 1.57 | Evaluated earlier.
+ 176.67 | 114.34 | 32.67 | 1.65 | Evaluated earlier.
+ 176.67 | 116.10 | 49.43 | 2.20 | Evaluated earlier.
+ 176.67 | 116.10 | 47.76 | 2.02 | Evaluated earlier.
+ 176.67 | 116.10 | 46.10 | 1.79 | Evaluated earlier.
+ 176.67 | 116.10 | 44.43 | 1.25 | Evaluated earlier.
+ 176.67 | 116.10 | 42.76 | 1.30 | Evaluated earlier.
+ 176.67 | 116.10 | 41.10 | 1.39 | Evaluated earlier.
+ 176.67 | 116.10 | 39.43 | 1.46 | Evaluated earlier.
+ 176.67 | 116.10 | 37.76 | 1.52 | Evaluated earlier.
+ 176.67 | 116.10 | 36.10 | 1.55 | Evaluated earlier.
+ 176.67 | 116.10 | 34.43 | 1.61 | Evaluated earlier.
+ 176.67 | 117.86 | 51.19 | 2.21 | Evaluated earlier.
+ 176.67 | 117.86 | 49.52 | 2.02 | Evaluated earlier.
+ 176.67 | 117.86 | 47.85 | 1.79 | Evaluated earlier.
+ 176.67 | 117.86 | 46.19 | 1.24 | Evaluated earlier.
+ 176.67 | 117.86 | 44.52 | 1.29 | Evaluated earlier.
+ 176.67 | 117.86 | 42.85 | 1.35 | Evaluated earlier.
+ 176.67 | 117.86 | 41.19 | 1.42 | Evaluated earlier.
+ 176.67 | 117.86 | 39.52 | 1.50 | Evaluated earlier.
+ 176.67 | 117.86 | 37.86 | 1.53 | Evaluated earlier.
+ 176.67 | 117.86 | 36.19 | 1.59 | Evaluated earlier.
+ 176.67 | 119.61 | 52.95 | 2.22 | Evaluated earlier.
+ 176.67 | 119.61 | 51.28 | 2.03 | Evaluated earlier.
+ 176.67 | 119.61 | 49.61 | 1.79 | Evaluated earlier.
+ 176.67 | 119.61 | 47.95 | 1.24 | Evaluated earlier.
+ 176.67 | 119.61 | 46.28 | 1.28 | Evaluated earlier.
+ 176.67 | 119.61 | 44.61 | 1.33 | Evaluated earlier.
+ 176.67 | 119.61 | 42.95 | 1.40 | Evaluated earlier.
+ 176.67 | 119.61 | 41.28 | 1.48 | Evaluated earlier.
+ 176.67 | 119.61 | 39.61 | 1.55 | Evaluated earlier.
+ 176.67 | 119.61 | 37.95 | 1.57 | Evaluated earlier.
+ ---------|---------|---------|---------|
+ 179.06 | 103.79 | 37.12 | - | Circle center point too low.
+ ---------|---------|---------|---------|
+ 179.06 | 103.79 | 35.46 | - | Circle center point too low.
+ ---------|---------|---------|---------|
+ 179.06 | 103.79 | 33.79 | - | Circle center point too low.
+ ---------|---------|---------|---------|
+ 179.06 | 103.79 | 32.12 | - | Circle center point too low.
+ ---------|---------|---------|---------|
+ 179.06 | 103.79 | 30.46 | - | Circle center point too low.
+ ---------|---------|---------|---------|
+ 179.06 | 103.79 | 28.79 | - | Circle center point too low.
+ ---------|---------|---------|---------|
+ 179.06 | 103.79 | 27.12 | - | Circle center point too low.
+ ---------|---------|---------|---------|
+ 179.06 | 103.79 | 25.46 | - | Circle center point too low.
+ ---------|---------|---------|---------|
+ 179.06 | 103.79 | 23.79 | - | Circle center point too low.
+ ---------|---------|---------|---------|
+ 179.06 | 103.79 | 22.12 | - | Circle center point too low.
+ ---------|---------|---------|---------|
+ 179.06 | 105.55 | 38.88 | 2.71 | Evaluated earlier.
+ 179.06 | 105.55 | 37.22 | 2.53 | Evaluated earlier.
+ 179.06 | 105.55 | 35.55 | 2.31 | Evaluated earlier.
+ 179.06 | 105.55 | 33.88 | 1.62 | Evaluated earlier.
+ 179.06 | 105.55 | 32.22 | 1.73 | Evaluated earlier.
+ 179.06 | 105.55 | 30.55 | 1.87 | Evaluated earlier.
+ 179.06 | 105.55 | 28.88 | 2.01 | Evaluated earlier.
+ 179.06 | 105.55 | 27.22 | 2.15 | Evaluated earlier.
+ 179.06 | 105.55 | 25.55 | 2.32 | Evaluated earlier.
+ 179.06 | 105.55 | 23.88 | 2.50 | Evaluated earlier.
+ 179.06 | 107.31 | 40.64 | 2.57 | Evaluated earlier.
+ 179.06 | 107.31 | 38.97 | 2.47 | Evaluated earlier.
+ 179.06 | 107.31 | 37.31 | 2.19 | Evaluated earlier.
+ 179.06 | 107.31 | 35.64 | 1.55 | Evaluated earlier.
+ 179.06 | 107.31 | 33.97 | 1.65 | Evaluated earlier.
+ 179.06 | 107.31 | 32.31 | 1.75 | Evaluated earlier.
+ 179.06 | 107.31 | 30.64 | 1.88 | Evaluated earlier.
+ 179.06 | 107.31 | 28.97 | 2.02 | Evaluated earlier.
+ 179.06 | 107.31 | 27.31 | 2.16 | Evaluated earlier.
+ 179.06 | 107.31 | 25.64 | 2.32 | Evaluated earlier.
+ 179.06 | 109.06 | 42.40 | 2.45 | Evaluated earlier.
+ 179.06 | 109.06 | 40.73 | 2.34 | Evaluated earlier.
+ 179.06 | 109.06 | 39.06 | 2.16 | Evaluated earlier.
+ 179.06 | 109.06 | 37.40 | 1.49 | Evaluated earlier.
+ 179.06 | 109.06 | 35.73 | 1.58 | Evaluated earlier.
+ 179.06 | 109.06 | 34.06 | 1.66 | Evaluated earlier.
+ 179.06 | 109.06 | 32.40 | 1.76 | Evaluated earlier.
+ 179.06 | 109.06 | 30.73 | 1.88 | Evaluated earlier.
+ 179.06 | 109.06 | 29.06 | 2.03 | Evaluated earlier.
+ 179.06 | 109.06 | 27.40 | 2.17 | Evaluated earlier.
+ 179.06 | 110.82 | 44.16 | 2.37 | Evaluated earlier.
+ 179.06 | 110.82 | 42.49 | 2.27 | Evaluated earlier.
+ 179.06 | 110.82 | 40.82 | 2.05 | Evaluated earlier.
+ 179.06 | 110.82 | 39.16 | 1.52 | Evaluated earlier.
+ 179.06 | 110.82 | 37.49 | 1.52 | Evaluated earlier.
+ 179.06 | 110.82 | 35.82 | 1.60 | Evaluated earlier.
+ 179.06 | 110.82 | 34.16 | 1.69 | Evaluated earlier.
+ 179.06 | 110.82 | 32.49 | 1.78 | Evaluated earlier.
+ 179.06 | 110.82 | 30.82 | 1.90 | Evaluated earlier.
+ 179.06 | 110.82 | 29.16 | 2.05 | Evaluated earlier.
+ 179.06 | 112.58 | 45.91 | 2.32 | Evaluated earlier.
+ 179.06 | 112.58 | 44.25 | 2.17 | Evaluated earlier.
+ 179.06 | 112.58 | 42.58 | 1.98 | Evaluated earlier.
+ 179.06 | 112.58 | 40.91 | 1.44 | Evaluated earlier.
+ 179.06 | 112.58 | 39.25 | 1.52 | Evaluated earlier.
+ 179.06 | 112.58 | 37.58 | 1.55 | Evaluated earlier.
+ 179.06 | 112.58 | 35.91 | 1.62 | Evaluated earlier.
+ 179.06 | 112.58 | 34.25 | 1.71 | Evaluated earlier.
+ 179.06 | 112.58 | 32.58 | 1.82 | Evaluated earlier.
+ 179.06 | 112.58 | 30.91 | 1.94 | Evaluated earlier.
+ 179.06 | 114.34 | 47.67 | 2.29 | Evaluated earlier.
+ 179.06 | 114.34 | 46.01 | 2.13 | Evaluated earlier.
+ 179.06 | 114.34 | 44.34 | 1.91 | Evaluated earlier.
+ 179.06 | 114.34 | 42.67 | 1.39 | Evaluated earlier.
+ 179.06 | 114.34 | 41.01 | 1.48 | Evaluated earlier.
+ 179.06 | 114.34 | 39.34 | 1.53 | Evaluated earlier.
+ 179.06 | 114.34 | 37.67 | 1.58 | Evaluated earlier.
+ 179.06 | 114.34 | 36.01 | 1.65 | Evaluated earlier.
+ 179.06 | 114.34 | 34.34 | 1.74 | Evaluated earlier.
+ 179.06 | 114.34 | 32.67 | 1.85 | Evaluated earlier.
+ 179.06 | 116.10 | 49.43 | 2.28 | Evaluated earlier.
+ 179.06 | 116.10 | 47.76 | 2.11 | Evaluated earlier.
+ 179.06 | 116.10 | 46.10 | 1.88 | Evaluated earlier.
+ 179.06 | 116.10 | 44.43 | 1.34 | Evaluated earlier.
+ 179.06 | 116.10 | 42.76 | 1.43 | Evaluated earlier.
+ 179.06 | 116.10 | 41.10 | 1.51 | Evaluated earlier.
+ 179.06 | 116.10 | 39.43 | 1.55 | Evaluated earlier.
+ 179.06 | 116.10 | 37.76 | 1.62 | Evaluated earlier.
+ 179.06 | 116.10 | 36.10 | 1.69 | Evaluated earlier.
+ 179.06 | 116.10 | 34.43 | 1.78 | Evaluated earlier.
+ 179.06 | 117.86 | 51.19 | 2.27 | Evaluated earlier.
+ 179.06 | 117.86 | 49.52 | 2.10 | Evaluated earlier.
+ 179.06 | 117.86 | 47.85 | 1.87 | Evaluated earlier.
+ 179.06 | 117.86 | 46.19 | 1.31 | Evaluated earlier.
+ 179.06 | 117.86 | 44.52 | 1.39 | Evaluated earlier.
+ 179.06 | 117.86 | 42.85 | 1.47 | Evaluated earlier.
+ 179.06 | 117.86 | 41.19 | 1.56 | Evaluated earlier.
+ 179.06 | 117.86 | 39.52 | 1.59 | Evaluated earlier.
+ 179.06 | 117.86 | 37.86 | 1.65 | Evaluated earlier.
+ 179.06 | 117.86 | 36.19 | 1.74 | Evaluated earlier.
+ 179.06 | 119.61 | 52.95 | 2.27 | Evaluated earlier.
+ 179.06 | 119.61 | 51.28 | 2.09 | Evaluated earlier.
+ 179.06 | 119.61 | 49.61 | 1.86 | Evaluated earlier.
+ 179.06 | 119.61 | 47.95 | 1.30 | Evaluated earlier.
+ 179.06 | 119.61 | 46.28 | 1.36 | Evaluated earlier.
+ 179.06 | 119.61 | 44.61 | 1.44 | Evaluated earlier.
+ 179.06 | 119.61 | 42.95 | 1.52 | Evaluated earlier.
+ 179.06 | 119.61 | 41.28 | 1.59 | Evaluated earlier.
+ 179.06 | 119.61 | 39.61 | 1.63 | Evaluated earlier.
+ 179.06 | 119.61 | 37.95 | 1.70 | Evaluated earlier.
+
+ Information on the critical circle : Fmin = 1.048
+ Calculation method used : Bishop - C phi
+ =============================================================================
+
+ X co-ordinate center point : 164.74 [m]
+ Y co-ordinate center point : 105.55 [m]
+ Radius of critical circle : 33.88 [m]
+
+ The center point of the critical circle is enclosed
+
+ Total driving moment : 95064.95 [kNm/m]
+ Driving moment free water : -1075.63 [kNm/m]
+ Driving moment external loads : 11009.63 [kNm/m]
+ Iterated resisting moment : 99673.14 [kNm/m]
+ Non-iterated resisting moment : 99126.58 [kNm/m]
+
+
+
+ SLICE DATA
+ ==========
+
+ Slice| X-coor | Y-bot | Y-top | Width | Angle | Angle |Arc.len.|Cohesion|
+ | [m] | [m] | [m] | [m] | bottom | top | [m] | [kN/m2]|
+ -----|--------|--------|--------|--------|--------|--------|--------|--------|
+ 1 | 130.91 | 103.73 | 104.14 | 0.04 | -86.93 | 18.43 | 0.79 | 0.00 |
+ 2 | 130.94 | 103.22 | 104.15 | 0.02 | -86.06 | 18.43 | 0.24 | 0.00 |
+ 3 | 131.30 | 100.69 | 104.27 | 0.70 | -81.73 | 18.43 | 4.89 | 0.00 |
+ 4 | 131.74 | 97.88 | 104.41 | 0.18 | -76.92 | 18.43 | 0.79 | 0.00 |
+ 5 | 132.62 | 95.07 | 104.71 | 1.59 | -71.93 | 18.43 | 5.11 | 0.00 |
+ 6 | 134.21 | 90.98 | 105.24 | 1.58 | -64.49 | 18.43 | 3.68 | 0.00 |
+ 7 | 135.01 | 89.31 | 105.50 | 0.01 | -61.35 | 0.00 | 0.03 | 0.00 |
+ 8 | 136.01 | 87.69 | 105.50 | 1.99 | -58.15 | 0.00 | 3.76 | 0.00 |
+ 9 | 137.88 | 84.95 | 105.50 | 1.75 | -52.53 | 0.00 | 2.88 | 0.00 |
+ 10 | 139.63 | 82.85 | 105.50 | 1.75 | -47.89 | 0.00 | 2.61 | 0.00 |
+ 11 | 140.55 | 81.83 | 105.50 | 0.10 | -45.56 | 0.00 | 0.14 | 50.00 |
+ 12 | 140.80 | 81.58 | 105.50 | 0.40 | -44.96 | 0.00 | 0.57 | 50.00 |
+ 13 | 141.15 | 81.23 | 105.50 | 0.30 | -44.13 | 0.00 | 0.42 | 50.00 |
+ 14 | 141.51 | 80.88 | 105.50 | 0.43 | -43.28 | 0.00 | 0.59 | 0.00 |
+ 15 | 142.76 | 79.80 | 105.50 | 2.07 | -40.48 | 0.00 | 2.72 | N.A. |
+ 16 | 144.83 | 78.16 | 105.50 | 2.07 | -36.02 | 0.00 | 2.56 | N.A. |
+ 17 | 146.90 | 76.77 | 105.50 | 2.07 | -31.80 | 0.00 | 2.43 | N.A. |
+ 18 | 148.97 | 75.59 | 105.50 | 2.07 | -27.77 | 0.00 | 2.34 | N.A. |
+ 19 | 151.00 | 74.60 | 105.50 | 2.00 | -23.94 | 0.00 | 2.19 | N.A. |
+ 20 | 152.19 | 74.08 | 105.44 | 0.39 | -21.74 | -18.28 | 0.42 | N.A. |
+ 21 | 153.38 | 73.65 | 105.05 | 1.98 | -19.61 | -18.28 | 2.10 | N.A. |
+ 22 | 155.36 | 73.01 | 104.39 | 1.98 | -16.08 | -18.28 | 2.06 | N.A. |
+ 23 | 157.11 | 72.55 | 103.81 | 1.52 | -13.02 | -18.28 | 1.56 | N.A. |
+ 24 | 158.63 | 72.23 | 103.31 | 1.52 | -10.40 | -18.28 | 1.54 | N.A. |
+ 25 | 160.14 | 71.99 | 102.81 | 1.52 | -7.80 | -18.28 | 1.53 | N.A. |
+ 26 | 161.86 | 71.80 | 102.24 | 1.92 | -4.88 | -18.28 | 1.93 | N.A. |
+ 27 | 163.78 | 71.69 | 101.61 | 1.92 | -1.62 | -18.28 | 1.92 | N.A. |
+ 28 | 165.70 | 71.69 | 100.98 | 1.92 | 1.62 | -18.28 | 1.92 | N.A. |
+ 29 | 167.62 | 71.80 | 100.34 | 1.92 | 4.87 | -18.28 | 1.92 | N.A. |
+ 30 | 169.54 | 72.02 | 99.71 | 1.92 | 8.14 | -18.28 | 1.94 | N.A. |
+ 31 | 171.45 | 72.35 | 99.08 | 1.92 | 11.43 | -18.28 | 1.96 | N.A. |
+ 32 | 173.11 | 72.72 | 98.53 | 1.39 | 14.29 | -18.28 | 1.43 | N.A. |
+ 33 | 174.21 | 73.02 | 98.30 | 0.81 | 16.22 | 0.00 | 0.85 | N.A. |
+ 34 | 174.63 | 73.14 | 98.30 | 0.03 | 16.97 | 0.00 | 0.03 | N.A. |
+ 35 | 175.87 | 73.57 | 98.30 | 2.45 | 19.19 | 0.00 | 2.60 | N.A. |
+ 36 | 177.70 | 74.25 | 98.30 | 1.20 | 22.49 | 0.00 | 1.30 | N.A. |
+ 37 | 179.00 | 74.82 | 97.95 | 1.40 | 24.89 | -26.57 | 1.54 | N.A. |
+ 38 | 179.71 | 75.15 | 97.60 | 0.02 | 26.22 | -26.57 | 0.02 | N.A. |
+ 39 | 181.01 | 75.86 | 96.95 | 2.58 | 28.72 | -26.57 | 2.94 | N.A. |
+ 40 | 183.30 | 77.23 | 96.30 | 2.00 | 33.23 | 0.00 | 2.39 | N.A. |
+ 41 | 185.59 | 78.89 | 96.94 | 2.58 | 38.03 | 26.57 | 3.28 | N.A. |
+ 42 | 186.89 | 79.91 | 97.59 | 0.02 | 40.82 | 26.57 | 0.03 | N.A. |
+ 43 | 187.60 | 80.56 | 97.95 | 1.40 | 42.45 | 26.57 | 1.90 | N.A. |
+ 44 | 189.14 | 82.07 | 98.30 | 1.67 | 46.09 | 0.00 | 2.41 | N.A. |
+ 45 | 190.81 | 83.94 | 98.30 | 1.67 | 50.34 | 0.00 | 2.62 | N.A. |
+ 46 | 192.48 | 86.15 | 98.30 | 1.67 | 55.03 | 0.00 | 2.92 | N.A. |
+ 47 | 194.33 | 89.17 | 98.30 | 2.02 | 61.03 | 0.00 | 4.18 | N.A. |
+ 48 | 195.34 | 91.01 | 98.30 | 0.01 | 64.58 | 0.00 | 0.02 | 0.00 |
+ 49 | 196.51 | 94.30 | 98.30 | 2.33 | 70.51 | 0.00 | 6.97 | 0.00 |
+ 50 | 197.68 | 97.59 | 98.30 | 0.00 | 76.42 | 0.00 | 0.01 | 0.00 |
+ 51 | 197.76 | 97.95 | 98.30 | 0.16 | 77.04 | 0.00 | 0.72 | 0.00 |
+
+ Slice| Phi | Psi | Sw surf| Fw hor.| Fw ver.| Weight | S-tot. | S-eff. |
+ | degree | degree | [kN/m2]| [kN] | [kN] | [kN] | [kN/m2]| [kN/m2]|
+ -----|--------|--------|--------|--------|--------|--------|--------|--------|
+ 1 | 25.00 | 25.00 | 0.00 | 0.00 | -0.00 | 0.30 | 7.09 | 7.09 |
+ 2 | 25.00 | 25.00 | 0.00 | 0.00 | -0.00 | 0.27 | 16.56 | 15.41 |
+ 3 | 23.30 | 23.30 | 0.00 | 0.00 | -0.00 | 48.55 | 69.02 | 42.99 |
+ 4 | 23.30 | 23.30 | 0.00 | 0.00 | -0.00 | 22.78 | 127.27 | 73.73 |
+ 5 | 23.30 | 23.30 | 0.00 | 0.00 | -0.00 | 298.51 | 188.34 | 107.19 |
+ 6 | 23.30 | 23.30 | 0.00 | 0.00 | -0.00 | 442.00 | 278.86 | 157.60 |
+ 7 | 23.30 | 23.30 | 0.00 | 0.00 | -0.00 | 4.18 | 349.75 | 212.07 |
+ 8 | 23.30 | 23.30 | 0.00 | 0.00 | -0.00 | 692.84 | 381.72 | 228.24 |
+ 9 | 23.30 | 23.30 | 0.00 | 0.00 | -0.00 | 705.57 | 436.18 | 255.82 |
+ 10 | 23.30 | 23.30 | 0.00 | 0.00 | -0.00 | 778.84 | 478.05 | 277.00 |
+ 11 | 0.00 | 0.00 | 0.00 | 0.00 | -0.00 | 31.50 | 347.95 | 136.90 |
+ 12 | 0.00 | 0.00 | 0.00 | 0.00 | -0.00 | 127.28 | 351.21 | 165.90 |
+ 13 | 0.00 | 0.00 | 0.00 | 0.00 | -0.00 | 96.81 | 355.70 | 195.21 |
+ 14 | 23.30 | 23.30 | 0.00 | 0.00 | -0.00 | 202.17 | 504.64 | 340.75 |
+ 15 | N.A. | N.A. | 0.00 | 0.00 | -0.00 |1006.46 | 519.72 | 337.04 |
+ 16 | N.A. | N.A. | 0.00 | 0.00 | -0.00 |1048.13 | 539.87 | 327.91 |
+ 17 | N.A. | N.A. | 0.00 | 0.00 | -0.00 |1082.18 | 556.34 | 320.96 |
+ 18 | N.A. | N.A. | 0.00 | 0.00 | -0.00 |1109.69 | 569.64 | 315.37 |
+ 19 | N.A. | N.A. | 0.00 | 0.00 | -0.00 |1093.58 | 546.79 | 277.46 |
+ 20 | N.A. | N.A. | 0.00 | -0.00 | -0.00 | 212.30 | 550.62 | 273.62 |
+ 21 | N.A. | N.A. | 0.00 | -0.00 | -0.00 |1088.01 | 548.88 | 265.66 |
+ 22 | N.A. | N.A. | 0.00 | -0.00 | -0.00 |1080.16 | 544.92 | 252.68 |
+ 23 | N.A. | N.A. | 0.00 | -0.00 | -0.00 | 818.20 | 539.47 | 240.89 |
+ 24 | N.A. | N.A. | 0.00 | -0.00 | -0.00 | 808.58 | 533.13 | 230.30 |
+ 25 | N.A. | N.A. | 0.00 | -0.00 | -0.00 | 796.89 | 525.42 | 219.37 |
+ 26 | N.A. | N.A. | 0.00 | -0.00 | -0.00 | 993.26 | 517.10 | 208.63 |
+ 27 | N.A. | N.A. | 0.00 | -0.00 | -0.00 | 975.39 | 507.80 | 197.93 |
+ 28 | N.A. | N.A. | 0.00 | -0.00 | -0.00 | 951.80 | 496.42 | 186.55 |
+ 29 | N.A. | N.A. | 0.00 | -0.00 | -0.00 | 926.01 | 482.97 | 174.49 |
+ 30 | N.A. | N.A. | 0.00 | -0.00 | -0.00 | 896.20 | 467.42 | 161.73 |
+ 31 | N.A. | N.A. | 0.00 | -0.00 | -0.00 | 862.28 | 449.73 | 148.27 |
+ 32 | N.A. | N.A. | 0.00 | -0.00 | -0.00 | 601.22 | 432.84 | 136.11 |
+ 33 | N.A. | N.A. | 0.00 | 0.00 | -0.00 | 344.71 | 422.95 | 129.99 |
+ 34 | N.A. | N.A. | 0.00 | 0.00 | -0.00 | 13.03 | 420.47 | 129.08 |
+ 35 | N.A. | N.A. | 0.00 | 0.00 | -0.00 |1010.40 | 412.11 | 126.22 |
+ 36 | N.A. | N.A. | 0.00 | 0.00 | -0.00 | 480.89 | 400.00 | 122.71 |
+ 37 | N.A. | N.A. | 0.00 | -0.00 | -0.00 | 539.25 | 385.18 | 115.20 |
+ 38 | N.A. | N.A. | 0.00 | -0.00 | -0.00 | 7.48 | 374.04 | 108.26 |
+ 39 | N.A. | N.A. | 6.33 | -8.16 | -16.32 | 903.45 | 356.50 | 99.78 |
+ 40 | N.A. | N.A. | 12.65 | 0.00 | -25.31 | 632.76 | 329.04 | 89.64 |
+ 41 | N.A. | N.A. | 6.33 | 8.16 | -16.32 | 783.27 | 309.92 | 91.67 |
+ 42 | N.A. | N.A. | 0.00 | 0.00 | -0.00 | 6.02 | 300.85 | 95.52 |
+ 43 | N.A. | N.A. | 0.00 | 0.00 | -0.00 | 416.04 | 297.17 | 100.08 |
+ 44 | N.A. | N.A. | 0.00 | 0.00 | -0.00 | 468.52 | 280.21 | 102.27 |
+ 45 | N.A. | N.A. | 0.00 | 0.00 | -0.00 | 420.40 | 251.43 | 97.31 |
+ 46 | N.A. | N.A. | 0.00 | 0.00 | -0.00 | 363.95 | 217.67 | 91.50 |
+ 47 | N.A. | N.A. | 0.00 | 0.00 | -0.00 | 347.01 | 171.39 | 83.55 |
+ 48 | 23.30 | 23.30 | 0.00 | 0.00 | -0.00 | 1.18 | 143.23 | 78.66 |
+ 49 | 23.30 | 23.30 | 0.00 | 0.00 | -0.00 | 181.06 | 77.81 | 45.57 |
+ 50 | 23.30 | 23.30 | 0.00 | 0.00 | -0.00 | 0.03 | 12.48 | 12.48 |
+ 51 | 23.30 | 23.30 | 0.00 | 0.00 | -0.00 | 1.00 | 6.20 | 6.20 |
+
+ Slice|Sw-hydro| Sw-extr| Sw tot.|S shear | Su | Sig-Vo'|Sig-Load|Sig-Norm|
+ | [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]|
+ -----|--------|--------|--------|--------|--------|--------|--------|--------|
+ 1 | 0.00 | 0.00 | 0.00 | 0.36 | N.A. | N.A. | 0.00 | 0.76 |
+ 2 | 1.15 | 0.00 | 1.15 | 0.96 | N.A. | N.A. | 0.00 | 2.06 |
+ 3 | 26.03 | 0.00 | 26.03 | 4.84 | N.A. | N.A. | 0.00 | 11.23 |
+ 4 | 53.54 | 0.00 | 53.54 | 11.47 | N.A. | N.A. | 0.00 | 26.63 |
+ 5 | 81.15 | 0.00 | 81.15 | 20.43 | N.A. | N.A. | 0.00 | 47.44 |
+ 6 | 121.26 | 0.00 | 121.26 | 36.47 | N.A. | N.A. | 0.00 | 84.67 |
+ 7 | 137.67 | 0.00 | 137.67 | 52.12 | N.A. | N.A. | 33.00 | 121.02 |
+ 8 | 153.48 | 0.00 | 153.48 | 59.16 | N.A. | N.A. | 33.00 | 137.38 |
+ 9 | 180.36 | 0.00 | 180.36 | 71.72 | N.A. | N.A. | 33.00 | 166.53 |
+ 10 | 201.05 | 0.00 | 201.05 | 82.01 | N.A. | N.A. | 33.00 | 190.42 |
+ 11 | 211.05 | 0.00 | 211.05 | 50.00 | N.A. | N.A. | 33.00 | 88.24 |
+ 12 | 185.31 | 0.00 | 185.31 | 50.00 | N.A. | N.A. | 33.00 | 118.25 |
+ 13 | 160.49 | 0.00 | 160.49 | 50.00 | N.A. | N.A. | 33.00 | 148.92 |
+ 14 | 163.90 | 0.00 | 163.90 | 105.80 | N.A. | N.A. | 33.00 | 245.67 |
+ 15 | 174.53 | 8.15 | 182.68 | 27.27 | 27.27 | N.A. | 33.00 | 314.83 |
+ 16 | 190.57 | 21.40 | 211.96 | 27.27 | 27.27 | N.A. | 33.00 | 308.99 |
+ 17 | 204.23 | 31.15 | 235.38 | 27.27 | 27.27 | N.A. | 33.00 | 304.82 |
+ 18 | 215.86 | 38.42 | 254.28 | 27.27 | 27.27 | N.A. | 33.00 | 301.67 |
+ 19 | 225.55 | 43.78 | 269.33 | 27.27 | 27.27 | N.A. | 0.00 | 265.91 |
+ 20 | 230.66 | 46.34 | 277.00 | 27.27 | 27.27 | N.A. | 0.00 | 263.25 |
+ 21 | 234.88 | 48.35 | 283.23 | 26.62 | 26.62 | N.A. | 0.00 | 256.61 |
+ 22 | 241.15 | 51.10 | 292.25 | 26.62 | 26.62 | N.A. | 0.00 | 245.35 |
+ 23 | 245.67 | 52.91 | 298.59 | 26.62 | 26.62 | N.A. | 0.00 | 235.01 |
+ 24 | 248.76 | 54.07 | 302.83 | 26.62 | 26.62 | N.A. | 0.00 | 225.64 |
+ 25 | 251.14 | 54.91 | 306.05 | 26.62 | 26.62 | N.A. | 0.00 | 215.88 |
+ 26 | 252.97 | 55.50 | 308.47 | 26.62 | 26.62 | N.A. | 0.00 | 206.46 |
+ 27 | 254.04 | 55.83 | 309.87 | 26.62 | 26.62 | N.A. | 0.00 | 197.21 |
+ 28 | 254.04 | 55.83 | 309.87 | 26.62 | 26.62 | N.A. | 0.00 | 187.27 |
+ 29 | 252.97 | 55.51 | 308.48 | 26.62 | 26.62 | N.A. | 0.00 | 176.65 |
+ 30 | 250.83 | 54.86 | 305.69 | 26.62 | 26.62 | N.A. | 0.00 | 165.37 |
+ 31 | 247.58 | 53.88 | 301.46 | 26.62 | 26.62 | N.A. | 0.00 | 153.40 |
+ 32 | 243.95 | 52.79 | 296.73 | 26.62 | 26.62 | N.A. | 0.00 | 142.59 |
+ 33 | 241.05 | 51.92 | 292.96 | 26.62 | 26.62 | N.A. | 0.00 | 137.38 |
+ 34 | 239.84 | 51.55 | 291.39 | 26.62 | 26.62 | N.A. | 0.00 | 136.83 |
+ 35 | 235.60 | 50.29 | 285.89 | 26.62 | 26.62 | N.A. | 0.00 | 135.06 |
+ 36 | 228.98 | 48.31 | 277.28 | 27.27 | 27.27 | N.A. | 0.00 | 133.49 |
+ 37 | 223.35 | 46.63 | 269.98 | 27.27 | 27.27 | N.A. | 0.00 | 127.27 |
+ 38 | 220.11 | 45.67 | 265.78 | 27.27 | 27.27 | N.A. | 0.00 | 121.08 |
+ 39 | 213.13 | 43.59 | 256.72 | 27.27 | 27.27 | N.A. | 0.00 | 114.04 |
+ 40 | 199.77 | 39.63 | 239.40 | 27.27 | 27.27 | N.A. | 0.00 | 106.69 |
+ 41 | 183.44 | 34.81 | 218.25 | 27.27 | 27.27 | N.A. | 0.00 | 112.02 |
+ 42 | 173.46 | 31.87 | 205.33 | 27.27 | 27.27 | N.A. | 0.00 | 118.00 |
+ 43 | 167.10 | 29.99 | 197.09 | 27.27 | 27.27 | N.A. | 0.00 | 123.88 |
+ 44 | 152.30 | 25.64 | 177.94 | 27.27 | 27.27 | N.A. | 0.00 | 128.30 |
+ 45 | 133.88 | 20.24 | 154.12 | 27.27 | 27.27 | N.A. | 0.00 | 123.33 |
+ 46 | 112.26 | 13.91 | 126.18 | 27.27 | 27.27 | N.A. | 0.00 | 117.52 |
+ 47 | 82.60 | 5.24 | 87.84 | 27.27 | 27.27 | N.A. | 0.00 | 109.57 |
+ 48 | 64.57 | 0.00 | 64.57 | 46.75 | N.A. | N.A. | 0.00 | 108.56 |
+ 49 | 32.24 | 0.00 | 32.24 | 27.08 | N.A. | N.A. | 0.00 | 62.89 |
+ 50 | 0.00 | 0.00 | 0.00 | 7.42 | N.A. | N.A. | 0.00 | 17.22 |
+ 51 | 0.00 | 0.00 | 0.00 | 3.68 | N.A. | N.A. | 0.00 | 8.55 |
+
+
+ Slice|SPreLoad| S-eff. | Yield | POP | OCR | S | m | Su |GammaLEM|
+ | [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| [-] | [-] | [-] | [kN/m2]| [-] |
+ -----|--------|--------|--------|--------|--------|--------|--------|--------|--------|
+ 1 | N.A. | 7.09 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. |
+ 2 | N.A. | 15.41 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. |
+ 3 | N.A. | 42.99 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. |
+ 4 | N.A. | 73.73 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. |
+ 5 | N.A. | 107.19 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. |
+ 6 | N.A. | 157.60 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. |
+ 7 | N.A. | 212.07 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. |
+ 8 | N.A. | 228.24 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. |
+ 9 | N.A. | 255.82 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. |
+ 10 | N.A. | 277.00 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. |
+ 11 | N.A. | 136.90 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. |
+ 12 | N.A. | 165.90 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. |
+ 13 | N.A. | 195.21 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. |
+ 14 | N.A. | 340.75 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. |
+ 15 | N.A. | 337.04 | N.A. | N.A. | N.A. | N.A. | N.A. | 27.27 | N.A. |
+ 16 | N.A. | 327.91 | N.A. | N.A. | N.A. | N.A. | N.A. | 27.27 | N.A. |
+ 17 | N.A. | 320.96 | N.A. | N.A. | N.A. | N.A. | N.A. | 27.27 | N.A. |
+ 18 | N.A. | 315.37 | N.A. | N.A. | N.A. | N.A. | N.A. | 27.27 | N.A. |
+ 19 | N.A. | 277.46 | N.A. | N.A. | N.A. | N.A. | N.A. | 27.27 | N.A. |
+ 20 | N.A. | 273.62 | N.A. | N.A. | N.A. | N.A. | N.A. | 27.27 | N.A. |
+ 21 | N.A. | 265.66 | N.A. | N.A. | N.A. | N.A. | N.A. | 26.62 | N.A. |
+ 22 | N.A. | 252.68 | N.A. | N.A. | N.A. | N.A. | N.A. | 26.62 | N.A. |
+ 23 | N.A. | 240.89 | N.A. | N.A. | N.A. | N.A. | N.A. | 26.62 | N.A. |
+ 24 | N.A. | 230.30 | N.A. | N.A. | N.A. | N.A. | N.A. | 26.62 | N.A. |
+ 25 | N.A. | 219.37 | N.A. | N.A. | N.A. | N.A. | N.A. | 26.62 | N.A. |
+ 26 | N.A. | 208.63 | N.A. | N.A. | N.A. | N.A. | N.A. | 26.62 | N.A. |
+ 27 | N.A. | 197.93 | N.A. | N.A. | N.A. | N.A. | N.A. | 26.62 | N.A. |
+ 28 | N.A. | 186.55 | N.A. | N.A. | N.A. | N.A. | N.A. | 26.62 | N.A. |
+ 29 | N.A. | 174.49 | N.A. | N.A. | N.A. | N.A. | N.A. | 26.62 | N.A. |
+ 30 | N.A. | 161.73 | N.A. | N.A. | N.A. | N.A. | N.A. | 26.62 | N.A. |
+ 31 | N.A. | 148.27 | N.A. | N.A. | N.A. | N.A. | N.A. | 26.62 | N.A. |
+ 32 | N.A. | 136.11 | N.A. | N.A. | N.A. | N.A. | N.A. | 26.62 | N.A. |
+ 33 | N.A. | 129.99 | N.A. | N.A. | N.A. | N.A. | N.A. | 26.62 | N.A. |
+ 34 | N.A. | 129.08 | N.A. | N.A. | N.A. | N.A. | N.A. | 26.62 | N.A. |
+ 35 | N.A. | 126.22 | N.A. | N.A. | N.A. | N.A. | N.A. | 26.62 | N.A. |
+ 36 | N.A. | 122.71 | N.A. | N.A. | N.A. | N.A. | N.A. | 27.27 | N.A. |
+ 37 | N.A. | 115.20 | N.A. | N.A. | N.A. | N.A. | N.A. | 27.27 | N.A. |
+ 38 | N.A. | 108.26 | N.A. | N.A. | N.A. | N.A. | N.A. | 27.27 | N.A. |
+ 39 | N.A. | 99.78 | N.A. | N.A. | N.A. | N.A. | N.A. | 27.27 | N.A. |
+ 40 | N.A. | 89.64 | N.A. | N.A. | N.A. | N.A. | N.A. | 27.27 | N.A. |
+ 41 | N.A. | 91.67 | N.A. | N.A. | N.A. | N.A. | N.A. | 27.27 | N.A. |
+ 42 | N.A. | 95.52 | N.A. | N.A. | N.A. | N.A. | N.A. | 27.27 | N.A. |
+ 43 | N.A. | 100.08 | N.A. | N.A. | N.A. | N.A. | N.A. | 27.27 | N.A. |
+ 44 | N.A. | 102.27 | N.A. | N.A. | N.A. | N.A. | N.A. | 27.27 | N.A. |
+ 45 | N.A. | 97.31 | N.A. | N.A. | N.A. | N.A. | N.A. | 27.27 | N.A. |
+ 46 | N.A. | 91.50 | N.A. | N.A. | N.A. | N.A. | N.A. | 27.27 | N.A. |
+ 47 | N.A. | 83.55 | N.A. | N.A. | N.A. | N.A. | N.A. | 27.27 | N.A. |
+ 48 | N.A. | 78.66 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. |
+ 49 | N.A. | 45.57 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. |
+ 50 | N.A. | 12.48 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. |
+ 51 | N.A. | 6.20 | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. | N.A. |
+
+
+
+ END OF D-Geo Stability OUTPUT
+ =============================
Index: IssueRelatedData/MWDAM-1295/Damlivefinalin/damlive/PulauTekong.geometries2D.0/Section3_SingaporeCrossSection.sts
===================================================================
diff -u
--- IssueRelatedData/MWDAM-1295/Damlivefinalin/damlive/PulauTekong.geometries2D.0/Section3_SingaporeCrossSection.sts (revision 0)
+++ IssueRelatedData/MWDAM-1295/Damlivefinalin/damlive/PulauTekong.geometries2D.0/Section3_SingaporeCrossSection.sts (revision 2666)
@@ -0,0 +1,200 @@
+[Frame]
+ProjectId=-
+AnnexNum=-
+DrawnBy=-
+DateStamp=-
+UseCurrentDate=1
+
+[Page]
+PagePrintAxes01=0
+PageOrientation01=1
+PageMarginLeft01=10
+PageMarginRight01=30
+PageMarginTop01=10
+PageMarginBottom01=10
+PageWidth01=210
+PageHeight01=297
+PagePrintAxes02=0
+PageOrientation02=0
+PageMarginLeft02=30
+PageMarginRight02=10
+PageMarginTop02=10
+PageMarginBottom02=10
+PageWidth02=210
+PageHeight02=297
+
+[Graphic input]
+Grid Distance=1
+Selection accuracy=2
+Limit Left=-100
+Limit Right=100
+Limit Bottom=-20
+Limit Top=20
+Rulers=1
+Grid=1
+Snap=0
+InfoBar=1
+Cursor=0
+Origin=1
+Deform=1
+Points on=1
+Point numbers on=0
+Auto scale setting=1
+Legend on=1
+Layerlabels on=1
+Layercolors on=1
+Layerlabels as=0
+Settlement factor=1000
+Loads=1
+Loads Numbering=1
+Forbidden Lines=1
+Forbidden Lines Numbering=1
+GeoTextiles=1
+GeoTextiles Numbering=1
+Nails=1
+Nails Numbering=1
+Reference Level=1
+IsoLines=1
+Loads Default=1
+Loads Size=0.5
+Units in N_mm=0
+Isolines Numbering=1
+Isolines Values=0
+Nr of Isolines=11
+Isolines Min Value=1
+Isolines Max Value=1.5
+Save Limit=1.5
+Fail Limit=1
+
+[Results Graph]
+Grid Distance=1
+Selection accuracy=2
+Limit Left=-100
+Limit Right=100
+Limit Bottom=-20
+Limit Top=20
+Rulers=1
+Grid=0
+Snap=0
+InfoBar=1
+Cursor=0
+Origin=1
+Deform=1
+Points on=0
+Point numbers on=0
+Auto scale setting=1
+Legend on=1
+Layerlabels on=1
+Layercolors on=1
+Layerlabels as=0
+Settlement factor=1000
+Loads=1
+Loads Numbering=1
+Forbidden Lines=1
+Forbidden Lines Numbering=1
+GeoTextiles=1
+GeoTextiles Numbering=1
+Nails=1
+Nails Numbering=1
+Reference Level=1
+IsoLines=1
+Loads Default=1
+Loads Size=0.5
+Units in N_mm=0
+Isolines Numbering=1
+Isolines Values=0
+Nr of Isolines=11
+Isolines Min Value=1
+Isolines Max Value=1.5
+Save Limit=1.5
+Fail Limit=1
+
+[FMin grid]
+Grid Distance=1
+Selection accuracy=2
+Limit Left=-100
+Limit Right=100
+Limit Bottom=-20
+Limit Top=20
+Rulers=1
+Grid=0
+Snap=0
+InfoBar=1
+Cursor=0
+Origin=0
+Deform=1
+Points on=0
+Point numbers on=0
+Auto scale setting=1
+Legend on=0
+Layerlabels on=1
+Layercolors on=1
+Layerlabels as=0
+Settlement factor=1000
+Loads=0
+Loads Numbering=0
+Forbidden Lines=0
+Forbidden Lines Numbering=0
+GeoTextiles=0
+GeoTextiles Numbering=0
+Nails=1
+Nails Numbering=1
+Reference Level=1
+IsoLines=1
+Loads Default=1
+Loads Size=0.5
+Units in N_mm=0
+Isolines Numbering=1
+Isolines Values=0
+Nr of Isolines=11
+Isolines Min Value=1
+Isolines Max Value=1.5
+Save Limit=1.5
+Fail Limit=1
+
+[Safety overview]
+Grid Distance=1
+Selection accuracy=2
+Limit Left=-100
+Limit Right=100
+Limit Bottom=-20
+Limit Top=20
+Rulers=1
+Grid=0
+Snap=0
+InfoBar=1
+Cursor=0
+Origin=1
+Deform=1
+Points on=0
+Point numbers on=0
+Auto scale setting=1
+Legend on=1
+Layerlabels on=1
+Layercolors on=1
+Layerlabels as=0
+Settlement factor=1000
+Loads=1
+Loads Numbering=1
+Forbidden Lines=1
+Forbidden Lines Numbering=1
+GeoTextiles=1
+GeoTextiles Numbering=1
+Nails=1
+Nails Numbering=1
+Reference Level=1
+IsoLines=1
+Loads Default=1
+Loads Size=0.5
+Units in N_mm=0
+Isolines Numbering=1
+Isolines Values=0
+Nr of Isolines=11
+Isolines Min Value=1
+Isolines Max Value=1.5
+Save Limit=1.5
+Fail Limit=1
+
+[Calculation]
+Graphic Indicator=1
+Short Report=0
Index: IssueRelatedData/MWDAM-1295/Damlivefinalin/damlive/PulauTekong.geometries2D.0/3_3_SingaporeCrossSection.sti
===================================================================
diff -u
--- IssueRelatedData/MWDAM-1295/Damlivefinalin/damlive/PulauTekong.geometries2D.0/3_3_SingaporeCrossSection.sti (revision 0)
+++ IssueRelatedData/MWDAM-1295/Damlivefinalin/damlive/PulauTekong.geometries2D.0/3_3_SingaporeCrossSection.sti (revision 2666)
@@ -0,0 +1,2339 @@
+Input file for D-Geo Stability : Stability of earth slopes.
+==============================================================================
+COMPANY : Stichting Deltares
+
+DATE : 30-Apr-19
+TIME : 13:45:47
+FILENAME : D:\DAMLiveSingaporenew\new profiles\workbin_21sep_Inward\PulauTekong.geometries2D.0\3_3_SingaporeCrossSection.sti
+CREATED BY : D-Geo Stability version 18.1.1.3
+========================== BEGINNING OF DATA ==========================
+[VERSION]
+Soil=1003
+Geometry=1000
+StressCurve=1000
+BondStressDiagram=1000
+YieldStress=1001
+D-Geo Stability=1008
+[END OF VERSION]
+
+[SOIL COLLECTION]
+ 14 = number of items
+[SOIL]
+Sand 3-3
+SoilColor=13827451
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=17.70
+SoilGamWet=19.85
+SoilRestSlope=0
+SoilCohesion=0.00
+SoilPhi=23.30
+SoilDilatancy=23.30
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=0
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilStrengthIncreaseExponent=0.80
+SoilPOPTop=0.00
+SoilPOPBottom=0.00
+SoilAdditionalFactorLEM=1.00
+SoilPc=0.00E+00
+SoilPOP=0.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=1
+SoilStdCohesion=0.00
+SoilStdPhi=0.00
+SoilStdRatioCuPc=0.00
+SoilStdRatioCuPcPassive=0.00
+SoilStdRatioCuPcActive=0.00
+SoilStdCu=0.00
+SoilStdCuTop=0.00
+SoilStdCuGradient=0.00
+SoilStdPn=0.20
+SoilDistCohesion=3
+SoilDistPhi=3
+SoilDistStressTable=3
+SoilDistRatioCuPc=3
+SoilDistRatioCuPcPassive=3
+SoilDistRatioCuPcActive=3
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+SoilDistPn=3
+SoilCorrelationCPhi=0.00
+SoilRatioCuPcPassive=0.00
+SoilRatioCuPcActive=0.00
+SoilCuPassiveTop=0.00
+SoilCuPassiveBottom=0.00
+SoilCuActiveTop=0.00
+SoilCuActiveBottom=0.00
+SoilUniformRatioCuPc=1
+SoilUniformCu=1
+SoilDesignPartialCohesion=1.25
+SoilDesignStdCohesion=-1.65
+SoilDesignPartialPhi=1.10
+SoilDesignStdPhi=-1.65
+SoilDesignPartialStressTable=1.15
+SoilDesignStdStressTable=-1.65
+SoilDesignPartialRatioCuPc=1.15
+SoilDesignStdRatioCuPc=-1.65
+SoilDesignPartialCu=1.15
+SoilDesignStdCu=-1.65
+SoilDesignPartialPOP=1.10
+SoilDesignStdPOP=-1.65
+SoilDesignPartialRRatio=1.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=50.00
+SoilVertFluctScaleCoh=0.25
+SoilNumberOfTestsCoh=1
+SoilVarianceRatioCoh=0.75
+SoilHorFluctScalePhi=50.00
+SoilVertFluctScalePhi=0.25
+SoilNumberOfTestsPhi=1
+SoilVarianceRatioPhi=0.75
+SoilRRatio=1.0000000
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[SOIL]
+Revetment 3-3
+SoilColor=9544960
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=17.64
+SoilGamWet=19.85
+SoilRestSlope=0
+SoilCohesion=0.00
+SoilPhi=25.00
+SoilDilatancy=25.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=0
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilStrengthIncreaseExponent=0.80
+SoilPOPTop=0.00
+SoilPOPBottom=0.00
+SoilAdditionalFactorLEM=1.00
+SoilPc=0.00E+00
+SoilPOP=0.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=1
+SoilStdCohesion=0.00
+SoilStdPhi=0.00
+SoilStdRatioCuPc=0.00
+SoilStdRatioCuPcPassive=0.00
+SoilStdRatioCuPcActive=0.00
+SoilStdCu=0.00
+SoilStdCuTop=0.00
+SoilStdCuGradient=0.00
+SoilStdPn=0.20
+SoilDistCohesion=3
+SoilDistPhi=3
+SoilDistStressTable=3
+SoilDistRatioCuPc=3
+SoilDistRatioCuPcPassive=3
+SoilDistRatioCuPcActive=3
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+SoilDistPn=3
+SoilCorrelationCPhi=0.00
+SoilRatioCuPcPassive=0.00
+SoilRatioCuPcActive=0.00
+SoilCuPassiveTop=0.00
+SoilCuPassiveBottom=0.00
+SoilCuActiveTop=0.00
+SoilCuActiveBottom=0.00
+SoilUniformRatioCuPc=1
+SoilUniformCu=1
+SoilDesignPartialCohesion=1.25
+SoilDesignStdCohesion=-1.65
+SoilDesignPartialPhi=1.10
+SoilDesignStdPhi=-1.65
+SoilDesignPartialStressTable=1.15
+SoilDesignStdStressTable=-1.65
+SoilDesignPartialRatioCuPc=1.15
+SoilDesignStdRatioCuPc=-1.65
+SoilDesignPartialCu=1.15
+SoilDesignStdCu=-1.65
+SoilDesignPartialPOP=1.10
+SoilDesignStdPOP=-1.65
+SoilDesignPartialRRatio=1.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=50.00
+SoilVertFluctScaleCoh=0.25
+SoilNumberOfTestsCoh=1
+SoilVarianceRatioCoh=0.75
+SoilHorFluctScalePhi=50.00
+SoilVertFluctScalePhi=0.25
+SoilNumberOfTestsPhi=1
+SoilVarianceRatioPhi=0.75
+SoilRRatio=1.0000000
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[SOIL]
+UMC(L) 3-3
+SoilColor=6270895
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=15.25
+SoilGamWet=15.25
+SoilRestSlope=0
+SoilCohesion=0.00
+SoilPhi=13.54
+SoilDilatancy=0.00
+SoilCuTop=27.76
+SoilCuBottom=27.76
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=4
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilStrengthIncreaseExponent=0.80
+SoilPOPTop=0.00
+SoilPOPBottom=0.00
+SoilAdditionalFactorLEM=1.00
+SoilPc=0.00E+00
+SoilPOP=0.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=1
+SoilStdCohesion=0.00
+SoilStdPhi=0.00
+SoilStdRatioCuPc=0.00
+SoilStdRatioCuPcPassive=0.00
+SoilStdRatioCuPcActive=0.00
+SoilStdCu=0.00
+SoilStdCuTop=0.00
+SoilStdCuGradient=0.00
+SoilStdPn=0.20
+SoilDistCohesion=3
+SoilDistPhi=3
+SoilDistStressTable=3
+SoilDistRatioCuPc=3
+SoilDistRatioCuPcPassive=3
+SoilDistRatioCuPcActive=3
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+SoilDistPn=3
+SoilCorrelationCPhi=0.00
+SoilRatioCuPcPassive=0.00
+SoilRatioCuPcActive=0.00
+SoilCuPassiveTop=0.00
+SoilCuPassiveBottom=0.00
+SoilCuActiveTop=0.00
+SoilCuActiveBottom=0.00
+SoilUniformRatioCuPc=1
+SoilUniformCu=1
+SoilDesignPartialCohesion=1.25
+SoilDesignStdCohesion=-1.65
+SoilDesignPartialPhi=1.10
+SoilDesignStdPhi=-1.65
+SoilDesignPartialStressTable=1.15
+SoilDesignStdStressTable=-1.65
+SoilDesignPartialRatioCuPc=1.15
+SoilDesignStdRatioCuPc=-1.65
+SoilDesignPartialCu=1.15
+SoilDesignStdCu=-1.65
+SoilDesignPartialPOP=1.10
+SoilDesignStdPOP=-1.65
+SoilDesignPartialRRatio=1.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=50.00
+SoilVertFluctScaleCoh=0.25
+SoilNumberOfTestsCoh=1
+SoilVarianceRatioCoh=0.75
+SoilHorFluctScalePhi=50.00
+SoilVertFluctScalePhi=0.25
+SoilNumberOfTestsPhi=1
+SoilVarianceRatioPhi=0.75
+SoilRRatio=1.0000000
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[SOIL]
+FC(L) 3-3
+SoilColor=7648893
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=19.10
+SoilGamWet=19.10
+SoilRestSlope=0
+SoilCohesion=0.00
+SoilPhi=15.84
+SoilDilatancy=0.00
+SoilCuTop=29.80
+SoilCuBottom=31.90
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=4
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilStrengthIncreaseExponent=0.80
+SoilPOPTop=0.00
+SoilPOPBottom=0.00
+SoilAdditionalFactorLEM=1.00
+SoilPc=0.00E+00
+SoilPOP=0.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=1
+SoilStdCohesion=0.00
+SoilStdPhi=0.00
+SoilStdRatioCuPc=0.00
+SoilStdRatioCuPcPassive=0.00
+SoilStdRatioCuPcActive=0.00
+SoilStdCu=0.00
+SoilStdCuTop=0.00
+SoilStdCuGradient=0.00
+SoilStdPn=0.20
+SoilDistCohesion=3
+SoilDistPhi=3
+SoilDistStressTable=3
+SoilDistRatioCuPc=3
+SoilDistRatioCuPcPassive=3
+SoilDistRatioCuPcActive=3
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+SoilDistPn=3
+SoilCorrelationCPhi=0.00
+SoilRatioCuPcPassive=0.00
+SoilRatioCuPcActive=0.00
+SoilCuPassiveTop=0.00
+SoilCuPassiveBottom=0.00
+SoilCuActiveTop=0.00
+SoilCuActiveBottom=0.00
+SoilUniformRatioCuPc=1
+SoilUniformCu=1
+SoilDesignPartialCohesion=1.25
+SoilDesignStdCohesion=-1.65
+SoilDesignPartialPhi=1.10
+SoilDesignStdPhi=-1.65
+SoilDesignPartialStressTable=1.15
+SoilDesignStdStressTable=-1.65
+SoilDesignPartialRatioCuPc=1.15
+SoilDesignStdRatioCuPc=-1.65
+SoilDesignPartialCu=1.15
+SoilDesignStdCu=-1.65
+SoilDesignPartialPOP=1.10
+SoilDesignStdPOP=-1.65
+SoilDesignPartialRRatio=1.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=50.00
+SoilVertFluctScaleCoh=0.25
+SoilNumberOfTestsCoh=1
+SoilVarianceRatioCoh=0.75
+SoilHorFluctScalePhi=50.00
+SoilVertFluctScalePhi=0.25
+SoilNumberOfTestsPhi=1
+SoilVarianceRatioPhi=0.75
+SoilRRatio=1.0000000
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[SOIL]
+CB 3-3
+SoilColor=9764853
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=13.00
+SoilGamWet=13.00
+SoilRestSlope=0
+SoilCohesion=50.00
+SoilPhi=0.00
+SoilDilatancy=0.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=0
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilStrengthIncreaseExponent=0.80
+SoilPOPTop=0.00
+SoilPOPBottom=0.00
+SoilAdditionalFactorLEM=1.00
+SoilPc=0.00E+00
+SoilPOP=0.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=1
+SoilStdCohesion=0.00
+SoilStdPhi=0.00
+SoilStdRatioCuPc=0.00
+SoilStdRatioCuPcPassive=0.00
+SoilStdRatioCuPcActive=0.00
+SoilStdCu=0.00
+SoilStdCuTop=0.00
+SoilStdCuGradient=0.00
+SoilStdPn=0.20
+SoilDistCohesion=3
+SoilDistPhi=3
+SoilDistStressTable=3
+SoilDistRatioCuPc=3
+SoilDistRatioCuPcPassive=3
+SoilDistRatioCuPcActive=3
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+SoilDistPn=3
+SoilCorrelationCPhi=0.00
+SoilRatioCuPcPassive=0.00
+SoilRatioCuPcActive=0.00
+SoilCuPassiveTop=0.00
+SoilCuPassiveBottom=0.00
+SoilCuActiveTop=0.00
+SoilCuActiveBottom=0.00
+SoilUniformRatioCuPc=1
+SoilUniformCu=1
+SoilDesignPartialCohesion=1.25
+SoilDesignStdCohesion=-1.65
+SoilDesignPartialPhi=1.10
+SoilDesignStdPhi=-1.65
+SoilDesignPartialStressTable=1.15
+SoilDesignStdStressTable=-1.65
+SoilDesignPartialRatioCuPc=1.15
+SoilDesignStdRatioCuPc=-1.65
+SoilDesignPartialCu=1.15
+SoilDesignStdCu=-1.65
+SoilDesignPartialPOP=1.10
+SoilDesignStdPOP=-1.65
+SoilDesignPartialRRatio=1.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=50.00
+SoilVertFluctScaleCoh=0.25
+SoilNumberOfTestsCoh=1
+SoilVarianceRatioCoh=0.75
+SoilHorFluctScalePhi=50.00
+SoilVertFluctScalePhi=0.25
+SoilNumberOfTestsPhi=1
+SoilVarianceRatioPhi=0.75
+SoilRRatio=1.0000000
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[SOIL]
+UMC(M) 3-3
+SoilColor=10944420
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=15.10
+SoilGamWet=15.10
+SoilRestSlope=0
+SoilCohesion=0.00
+SoilPhi=12.23
+SoilDilatancy=0.00
+SoilCuTop=2.80
+SoilCuBottom=10.50
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=4
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilStrengthIncreaseExponent=0.80
+SoilPOPTop=0.00
+SoilPOPBottom=0.00
+SoilAdditionalFactorLEM=1.00
+SoilPc=0.00E+00
+SoilPOP=0.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=1
+SoilStdCohesion=0.00
+SoilStdPhi=0.00
+SoilStdRatioCuPc=0.00
+SoilStdRatioCuPcPassive=0.00
+SoilStdRatioCuPcActive=0.00
+SoilStdCu=0.00
+SoilStdCuTop=0.00
+SoilStdCuGradient=0.00
+SoilStdPn=0.20
+SoilDistCohesion=3
+SoilDistPhi=3
+SoilDistStressTable=3
+SoilDistRatioCuPc=3
+SoilDistRatioCuPcPassive=3
+SoilDistRatioCuPcActive=3
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+SoilDistPn=3
+SoilCorrelationCPhi=0.00
+SoilRatioCuPcPassive=0.00
+SoilRatioCuPcActive=0.00
+SoilCuPassiveTop=0.00
+SoilCuPassiveBottom=0.00
+SoilCuActiveTop=0.00
+SoilCuActiveBottom=0.00
+SoilUniformRatioCuPc=1
+SoilUniformCu=1
+SoilDesignPartialCohesion=1.25
+SoilDesignStdCohesion=-1.65
+SoilDesignPartialPhi=1.10
+SoilDesignStdPhi=-1.65
+SoilDesignPartialStressTable=1.15
+SoilDesignStdStressTable=-1.65
+SoilDesignPartialRatioCuPc=1.15
+SoilDesignStdRatioCuPc=-1.65
+SoilDesignPartialCu=1.15
+SoilDesignStdCu=-1.65
+SoilDesignPartialPOP=1.10
+SoilDesignStdPOP=-1.65
+SoilDesignPartialRRatio=1.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=50.00
+SoilVertFluctScaleCoh=0.25
+SoilNumberOfTestsCoh=1
+SoilVarianceRatioCoh=0.75
+SoilHorFluctScalePhi=50.00
+SoilVertFluctScalePhi=0.25
+SoilNumberOfTestsPhi=1
+SoilVarianceRatioPhi=0.75
+SoilRRatio=1.0000000
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[SOIL]
+FC(M) 3-3
+SoilColor=9094655
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=19.10
+SoilGamWet=19.10
+SoilRestSlope=0
+SoilCohesion=0.00
+SoilPhi=16.17
+SoilDilatancy=0.00
+SoilCuTop=23.40
+SoilCuBottom=26.20
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=0
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilStrengthIncreaseExponent=0.80
+SoilPOPTop=0.00
+SoilPOPBottom=0.00
+SoilAdditionalFactorLEM=1.00
+SoilPc=0.00E+00
+SoilPOP=0.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=1
+SoilStdCohesion=0.00
+SoilStdPhi=0.00
+SoilStdRatioCuPc=0.00
+SoilStdRatioCuPcPassive=0.00
+SoilStdRatioCuPcActive=0.00
+SoilStdCu=0.00
+SoilStdCuTop=0.00
+SoilStdCuGradient=0.00
+SoilStdPn=0.20
+SoilDistCohesion=3
+SoilDistPhi=3
+SoilDistStressTable=3
+SoilDistRatioCuPc=3
+SoilDistRatioCuPcPassive=3
+SoilDistRatioCuPcActive=3
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+SoilDistPn=3
+SoilCorrelationCPhi=0.00
+SoilRatioCuPcPassive=0.00
+SoilRatioCuPcActive=0.00
+SoilCuPassiveTop=0.00
+SoilCuPassiveBottom=0.00
+SoilCuActiveTop=0.00
+SoilCuActiveBottom=0.00
+SoilUniformRatioCuPc=1
+SoilUniformCu=1
+SoilDesignPartialCohesion=1.25
+SoilDesignStdCohesion=-1.65
+SoilDesignPartialPhi=1.10
+SoilDesignStdPhi=-1.65
+SoilDesignPartialStressTable=1.15
+SoilDesignStdStressTable=-1.65
+SoilDesignPartialRatioCuPc=1.15
+SoilDesignStdRatioCuPc=-1.65
+SoilDesignPartialCu=1.15
+SoilDesignStdCu=-1.65
+SoilDesignPartialPOP=1.10
+SoilDesignStdPOP=-1.65
+SoilDesignPartialRRatio=1.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=50.00
+SoilVertFluctScaleCoh=0.25
+SoilNumberOfTestsCoh=1
+SoilVarianceRatioCoh=0.75
+SoilHorFluctScalePhi=50.00
+SoilVertFluctScalePhi=0.25
+SoilNumberOfTestsPhi=1
+SoilVarianceRatioPhi=0.75
+SoilRRatio=1.0000000
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[SOIL]
+Good Earth 3-3
+SoilColor=12171263
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=17.00
+SoilGamWet=17.00
+SoilRestSlope=0
+SoilCohesion=0.00
+SoilPhi=19.40
+SoilDilatancy=19.40
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=0
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilStrengthIncreaseExponent=0.80
+SoilPOPTop=0.00
+SoilPOPBottom=0.00
+SoilAdditionalFactorLEM=1.00
+SoilPc=0.00E+00
+SoilPOP=0.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=1
+SoilStdCohesion=0.00
+SoilStdPhi=0.00
+SoilStdRatioCuPc=0.00
+SoilStdRatioCuPcPassive=0.00
+SoilStdRatioCuPcActive=0.00
+SoilStdCu=0.00
+SoilStdCuTop=0.00
+SoilStdCuGradient=0.00
+SoilStdPn=0.20
+SoilDistCohesion=3
+SoilDistPhi=3
+SoilDistStressTable=3
+SoilDistRatioCuPc=3
+SoilDistRatioCuPcPassive=3
+SoilDistRatioCuPcActive=3
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+SoilDistPn=3
+SoilCorrelationCPhi=0.00
+SoilRatioCuPcPassive=0.00
+SoilRatioCuPcActive=0.00
+SoilCuPassiveTop=0.00
+SoilCuPassiveBottom=0.00
+SoilCuActiveTop=0.00
+SoilCuActiveBottom=0.00
+SoilUniformRatioCuPc=1
+SoilUniformCu=1
+SoilDesignPartialCohesion=1.25
+SoilDesignStdCohesion=-1.65
+SoilDesignPartialPhi=1.10
+SoilDesignStdPhi=-1.65
+SoilDesignPartialStressTable=1.15
+SoilDesignStdStressTable=-1.65
+SoilDesignPartialRatioCuPc=1.15
+SoilDesignStdRatioCuPc=-1.65
+SoilDesignPartialCu=1.15
+SoilDesignStdCu=-1.65
+SoilDesignPartialPOP=1.10
+SoilDesignStdPOP=-1.65
+SoilDesignPartialRRatio=1.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=50.00
+SoilVertFluctScaleCoh=0.25
+SoilNumberOfTestsCoh=1
+SoilVarianceRatioCoh=0.75
+SoilHorFluctScalePhi=50.00
+SoilVertFluctScalePhi=0.25
+SoilNumberOfTestsPhi=1
+SoilVarianceRatioPhi=0.75
+SoilRRatio=1.0000000
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[SOIL]
+Residual Soil (L) 3-3
+SoilColor=9276906
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=19.00
+SoilGamWet=19.00
+SoilRestSlope=0
+SoilCohesion=0.00
+SoilPhi=19.77
+SoilDilatancy=0.00
+SoilCuTop=92.45
+SoilCuBottom=146.80
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=4
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilStrengthIncreaseExponent=0.80
+SoilPOPTop=0.00
+SoilPOPBottom=0.00
+SoilAdditionalFactorLEM=1.00
+SoilPc=0.00E+00
+SoilPOP=0.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=1
+SoilStdCohesion=0.00
+SoilStdPhi=0.00
+SoilStdRatioCuPc=0.00
+SoilStdRatioCuPcPassive=0.00
+SoilStdRatioCuPcActive=0.00
+SoilStdCu=0.00
+SoilStdCuTop=0.00
+SoilStdCuGradient=0.00
+SoilStdPn=0.20
+SoilDistCohesion=3
+SoilDistPhi=3
+SoilDistStressTable=3
+SoilDistRatioCuPc=3
+SoilDistRatioCuPcPassive=3
+SoilDistRatioCuPcActive=3
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+SoilDistPn=3
+SoilCorrelationCPhi=0.00
+SoilRatioCuPcPassive=0.00
+SoilRatioCuPcActive=0.00
+SoilCuPassiveTop=0.00
+SoilCuPassiveBottom=0.00
+SoilCuActiveTop=0.00
+SoilCuActiveBottom=0.00
+SoilUniformRatioCuPc=1
+SoilUniformCu=1
+SoilDesignPartialCohesion=1.25
+SoilDesignStdCohesion=-1.65
+SoilDesignPartialPhi=1.10
+SoilDesignStdPhi=-1.65
+SoilDesignPartialStressTable=1.15
+SoilDesignStdStressTable=-1.65
+SoilDesignPartialRatioCuPc=1.15
+SoilDesignStdRatioCuPc=-1.65
+SoilDesignPartialCu=1.15
+SoilDesignStdCu=-1.65
+SoilDesignPartialPOP=1.10
+SoilDesignStdPOP=-1.65
+SoilDesignPartialRRatio=1.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=50.00
+SoilVertFluctScaleCoh=0.25
+SoilNumberOfTestsCoh=1
+SoilVarianceRatioCoh=0.75
+SoilHorFluctScalePhi=50.00
+SoilVertFluctScalePhi=0.25
+SoilNumberOfTestsPhi=1
+SoilVarianceRatioPhi=0.75
+SoilRRatio=1.0000000
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[SOIL]
+UMC(L) 3-3 (diep)
+SoilColor=5866717
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=15.25
+SoilGamWet=15.25
+SoilRestSlope=0
+SoilCohesion=0.00
+SoilPhi=13.54
+SoilDilatancy=0.00
+SoilCuTop=36.14
+SoilCuBottom=37.90
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=4
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilStrengthIncreaseExponent=0.80
+SoilPOPTop=0.00
+SoilPOPBottom=0.00
+SoilAdditionalFactorLEM=1.00
+SoilPc=0.00E+00
+SoilPOP=0.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=1
+SoilStdCohesion=0.00
+SoilStdPhi=0.00
+SoilStdRatioCuPc=0.00
+SoilStdRatioCuPcPassive=0.00
+SoilStdRatioCuPcActive=0.00
+SoilStdCu=0.00
+SoilStdCuTop=0.00
+SoilStdCuGradient=0.00
+SoilStdPn=0.20
+SoilDistCohesion=3
+SoilDistPhi=3
+SoilDistStressTable=3
+SoilDistRatioCuPc=3
+SoilDistRatioCuPcPassive=3
+SoilDistRatioCuPcActive=3
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+SoilDistPn=3
+SoilCorrelationCPhi=0.00
+SoilRatioCuPcPassive=0.00
+SoilRatioCuPcActive=0.00
+SoilCuPassiveTop=0.00
+SoilCuPassiveBottom=0.00
+SoilCuActiveTop=0.00
+SoilCuActiveBottom=0.00
+SoilUniformRatioCuPc=1
+SoilUniformCu=1
+SoilDesignPartialCohesion=1.25
+SoilDesignStdCohesion=-1.65
+SoilDesignPartialPhi=1.10
+SoilDesignStdPhi=-1.65
+SoilDesignPartialStressTable=1.15
+SoilDesignStdStressTable=-1.65
+SoilDesignPartialRatioCuPc=1.15
+SoilDesignStdRatioCuPc=-1.65
+SoilDesignPartialCu=1.15
+SoilDesignStdCu=-1.65
+SoilDesignPartialPOP=1.10
+SoilDesignStdPOP=-1.65
+SoilDesignPartialRRatio=1.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=50.00
+SoilVertFluctScaleCoh=0.25
+SoilNumberOfTestsCoh=1
+SoilVarianceRatioCoh=0.75
+SoilHorFluctScalePhi=50.00
+SoilVertFluctScalePhi=0.25
+SoilNumberOfTestsPhi=1
+SoilVarianceRatioPhi=0.75
+SoilRRatio=1.0000000
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[SOIL]
+UMC(L) Zone1 3-3
+SoilColor=5866717
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=15.25
+SoilGamWet=15.25
+SoilRestSlope=0
+SoilCohesion=0.00
+SoilPhi=13.54
+SoilDilatancy=0.00
+SoilCuTop=27.27
+SoilCuBottom=27.27
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=4
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilStrengthIncreaseExponent=0.80
+SoilPOPTop=0.00
+SoilPOPBottom=0.00
+SoilAdditionalFactorLEM=1.00
+SoilPc=0.00E+00
+SoilPOP=0.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=1
+SoilStdCohesion=0.00
+SoilStdPhi=0.00
+SoilStdRatioCuPc=0.00
+SoilStdRatioCuPcPassive=0.00
+SoilStdRatioCuPcActive=0.00
+SoilStdCu=0.00
+SoilStdCuTop=0.00
+SoilStdCuGradient=0.00
+SoilStdPn=0.20
+SoilDistCohesion=3
+SoilDistPhi=3
+SoilDistStressTable=3
+SoilDistRatioCuPc=3
+SoilDistRatioCuPcPassive=3
+SoilDistRatioCuPcActive=3
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+SoilDistPn=3
+SoilCorrelationCPhi=0.00
+SoilRatioCuPcPassive=0.00
+SoilRatioCuPcActive=0.00
+SoilCuPassiveTop=0.00
+SoilCuPassiveBottom=0.00
+SoilCuActiveTop=0.00
+SoilCuActiveBottom=0.00
+SoilUniformRatioCuPc=1
+SoilUniformCu=1
+SoilDesignPartialCohesion=1.25
+SoilDesignStdCohesion=-1.65
+SoilDesignPartialPhi=1.10
+SoilDesignStdPhi=-1.65
+SoilDesignPartialStressTable=1.15
+SoilDesignStdStressTable=-1.65
+SoilDesignPartialRatioCuPc=1.15
+SoilDesignStdRatioCuPc=-1.65
+SoilDesignPartialCu=1.15
+SoilDesignStdCu=-1.65
+SoilDesignPartialPOP=1.10
+SoilDesignStdPOP=-1.65
+SoilDesignPartialRRatio=1.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=50.00
+SoilVertFluctScaleCoh=0.25
+SoilNumberOfTestsCoh=1
+SoilVarianceRatioCoh=0.75
+SoilHorFluctScalePhi=50.00
+SoilVertFluctScalePhi=0.25
+SoilNumberOfTestsPhi=1
+SoilVarianceRatioPhi=0.75
+SoilRRatio=1.0000000
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[SOIL]
+FC(L) Zone2 3-3
+SoilColor=7187949
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=19.10
+SoilGamWet=19.10
+SoilRestSlope=0
+SoilCohesion=0.00
+SoilPhi=15.84
+SoilDilatancy=0.00
+SoilCuTop=26.62
+SoilCuBottom=26.62
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=4
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilStrengthIncreaseExponent=0.80
+SoilPOPTop=0.00
+SoilPOPBottom=0.00
+SoilAdditionalFactorLEM=1.00
+SoilPc=0.00E+00
+SoilPOP=0.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=1
+SoilStdCohesion=0.00
+SoilStdPhi=0.00
+SoilStdRatioCuPc=0.00
+SoilStdRatioCuPcPassive=0.00
+SoilStdRatioCuPcActive=0.00
+SoilStdCu=0.00
+SoilStdCuTop=0.00
+SoilStdCuGradient=0.00
+SoilStdPn=0.20
+SoilDistCohesion=3
+SoilDistPhi=3
+SoilDistStressTable=3
+SoilDistRatioCuPc=3
+SoilDistRatioCuPcPassive=3
+SoilDistRatioCuPcActive=3
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+SoilDistPn=3
+SoilCorrelationCPhi=0.00
+SoilRatioCuPcPassive=0.00
+SoilRatioCuPcActive=0.00
+SoilCuPassiveTop=0.00
+SoilCuPassiveBottom=0.00
+SoilCuActiveTop=0.00
+SoilCuActiveBottom=0.00
+SoilUniformRatioCuPc=1
+SoilUniformCu=1
+SoilDesignPartialCohesion=1.25
+SoilDesignStdCohesion=-1.65
+SoilDesignPartialPhi=1.10
+SoilDesignStdPhi=-1.65
+SoilDesignPartialStressTable=1.15
+SoilDesignStdStressTable=-1.65
+SoilDesignPartialRatioCuPc=1.15
+SoilDesignStdRatioCuPc=-1.65
+SoilDesignPartialCu=1.15
+SoilDesignStdCu=-1.65
+SoilDesignPartialPOP=1.10
+SoilDesignStdPOP=-1.65
+SoilDesignPartialRRatio=1.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=50.00
+SoilVertFluctScaleCoh=0.25
+SoilNumberOfTestsCoh=1
+SoilVarianceRatioCoh=0.75
+SoilHorFluctScalePhi=50.00
+SoilVertFluctScalePhi=0.25
+SoilNumberOfTestsPhi=1
+SoilVarianceRatioPhi=0.75
+SoilRRatio=1.0000000
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[SOIL]
+UMC(M) Zone3 3-3
+SoilColor=13827451
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=15.25
+SoilGamWet=15.25
+SoilRestSlope=0
+SoilCohesion=0.00
+SoilPhi=13.54
+SoilDilatancy=0.00
+SoilCuTop=48.70
+SoilCuBottom=48.70
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=4
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilStrengthIncreaseExponent=0.80
+SoilPOPTop=0.00
+SoilPOPBottom=0.00
+SoilAdditionalFactorLEM=1.00
+SoilPc=0.00E+00
+SoilPOP=0.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=1
+SoilStdCohesion=0.00
+SoilStdPhi=0.00
+SoilStdRatioCuPc=0.00
+SoilStdRatioCuPcPassive=0.00
+SoilStdRatioCuPcActive=0.00
+SoilStdCu=0.00
+SoilStdCuTop=0.00
+SoilStdCuGradient=0.00
+SoilStdPn=0.20
+SoilDistCohesion=3
+SoilDistPhi=3
+SoilDistStressTable=3
+SoilDistRatioCuPc=3
+SoilDistRatioCuPcPassive=3
+SoilDistRatioCuPcActive=3
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+SoilDistPn=3
+SoilCorrelationCPhi=0.00
+SoilRatioCuPcPassive=0.00
+SoilRatioCuPcActive=0.00
+SoilCuPassiveTop=0.00
+SoilCuPassiveBottom=0.00
+SoilCuActiveTop=0.00
+SoilCuActiveBottom=0.00
+SoilUniformRatioCuPc=1
+SoilUniformCu=1
+SoilDesignPartialCohesion=1.25
+SoilDesignStdCohesion=-1.65
+SoilDesignPartialPhi=1.10
+SoilDesignStdPhi=-1.65
+SoilDesignPartialStressTable=1.15
+SoilDesignStdStressTable=-1.65
+SoilDesignPartialRatioCuPc=1.15
+SoilDesignStdRatioCuPc=-1.65
+SoilDesignPartialCu=1.15
+SoilDesignStdCu=-1.65
+SoilDesignPartialPOP=1.10
+SoilDesignStdPOP=-1.65
+SoilDesignPartialRRatio=1.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=50.00
+SoilVertFluctScaleCoh=0.25
+SoilNumberOfTestsCoh=1
+SoilVarianceRatioCoh=0.75
+SoilHorFluctScalePhi=50.00
+SoilVertFluctScalePhi=0.25
+SoilNumberOfTestsPhi=1
+SoilVarianceRatioPhi=0.75
+SoilRRatio=1.0000000
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[SOIL]
+FC(M) Zone4 3-3
+SoilColor=9544960
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=19.10
+SoilGamWet=19.10
+SoilRestSlope=0
+SoilCohesion=0.00
+SoilPhi=15.84
+SoilDilatancy=0.00
+SoilCuTop=48.70
+SoilCuBottom=48.70
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=4
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilStrengthIncreaseExponent=0.80
+SoilPOPTop=0.00
+SoilPOPBottom=0.00
+SoilAdditionalFactorLEM=1.00
+SoilPc=0.00E+00
+SoilPOP=0.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=1
+SoilStdCohesion=0.00
+SoilStdPhi=0.00
+SoilStdRatioCuPc=0.00
+SoilStdRatioCuPcPassive=0.00
+SoilStdRatioCuPcActive=0.00
+SoilStdCu=0.00
+SoilStdCuTop=0.00
+SoilStdCuGradient=0.00
+SoilStdPn=0.20
+SoilDistCohesion=3
+SoilDistPhi=3
+SoilDistStressTable=3
+SoilDistRatioCuPc=3
+SoilDistRatioCuPcPassive=3
+SoilDistRatioCuPcActive=3
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+SoilDistPn=3
+SoilCorrelationCPhi=0.00
+SoilRatioCuPcPassive=0.00
+SoilRatioCuPcActive=0.00
+SoilCuPassiveTop=0.00
+SoilCuPassiveBottom=0.00
+SoilCuActiveTop=0.00
+SoilCuActiveBottom=0.00
+SoilUniformRatioCuPc=1
+SoilUniformCu=1
+SoilDesignPartialCohesion=1.25
+SoilDesignStdCohesion=-1.65
+SoilDesignPartialPhi=1.10
+SoilDesignStdPhi=-1.65
+SoilDesignPartialStressTable=1.15
+SoilDesignStdStressTable=-1.65
+SoilDesignPartialRatioCuPc=1.15
+SoilDesignStdRatioCuPc=-1.65
+SoilDesignPartialCu=1.15
+SoilDesignStdCu=-1.65
+SoilDesignPartialPOP=1.10
+SoilDesignStdPOP=-1.65
+SoilDesignPartialRRatio=1.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=50.00
+SoilVertFluctScaleCoh=0.25
+SoilNumberOfTestsCoh=1
+SoilVarianceRatioCoh=0.75
+SoilHorFluctScalePhi=50.00
+SoilVertFluctScalePhi=0.25
+SoilNumberOfTestsPhi=1
+SoilVarianceRatioPhi=0.75
+SoilRRatio=1.0000000
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[END OF SOIL COLLECTION]
+
+[GEOMETRY DATA]
+[ACCURACY]
+ 0.0010
+[END OF ACCURACY]
+
+[POINTS]
+ 65 - Number of geometry points -
+ 1 250.000 77.000 0.000
+ 2 250.000 103.340 0.000
+ 3 0.000 103.340 0.000
+ 4 0.000 87.300 0.000
+ 5 64.200 87.300 0.000
+ 6 76.700 87.300 0.000
+ 7 79.700 88.400 0.000
+ 8 83.700 88.400 0.000
+ 9 135.000 105.500 0.000
+ 10 137.000 105.500 0.000
+ 11 150.000 105.500 0.000
+ 12 152.000 105.500 0.000
+ 13 173.800 98.300 0.000
+ 14 178.300 98.300 0.000
+ 15 179.700 97.600 0.000
+ 16 182.300 96.300 0.000
+ 17 184.300 96.300 0.000
+ 18 186.900 97.600 0.000
+ 19 188.300 98.300 0.000
+ 20 250.000 98.300 0.000
+ 21 250.000 97.600 0.000
+ 22 156.350 103.400 0.000
+ 23 172.411 98.300 0.000
+ 24 174.615 97.600 0.000
+ 25 195.400 91.000 0.000
+ 26 250.000 91.000 0.000
+ 27 83.700 87.300 0.000
+ 28 131.830 103.400 0.000
+ 29 135.000 104.450 0.000
+ 30 137.000 104.450 0.000
+ 31 140.500 103.400 0.000
+ 32 140.500 103.970 0.000
+ 33 141.300 103.970 0.000
+ 34 141.300 103.400 0.000
+ 35 140.500 89.507 0.000
+ 36 75.000 81.900 0.000
+ 37 86.800 76.000 0.000
+ 38 132.400 76.000 0.000
+ 39 140.500 80.065 0.000
+ 40 0.000 74.000 0.000
+ 41 75.000 74.000 0.000
+ 42 0.000 71.500 0.000
+ 43 75.000 71.500 0.000
+ 44 140.500 74.000 0.000
+ 45 140.500 71.500 0.000
+ 46 141.300 89.538 0.000
+ 47 141.300 80.466 0.000
+ 48 141.300 74.000 0.000
+ 49 141.300 77.000 0.000
+ 50 141.300 71.500 0.000
+ 51 140.500 70.500 0.000
+ 52 141.300 70.500 0.000
+ 53 160.900 90.300 0.000
+ 54 195.400 74.000 0.000
+ 55 250.000 74.000 0.000
+ 56 195.400 71.500 0.000
+ 57 250.000 71.500 0.000
+ 58 0.000 50.000 0.000
+ 59 250.000 50.000 0.000
+ 60 0.000 103.340 0.000
+ 61 140.600 103.340 0.000
+ 62 141.000 97.590 0.000
+ 63 193.316 97.590 0.000
+ 64 250.000 97.590 0.000
+ 65 250.000 103.340 0.000
+[END OF POINTS]
+
+[CURVES]
+ 77 - Number of curves -
+ 1 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 4 5
+ 2 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 5 6
+ 3 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 6 7
+ 4 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 7 8
+ 5 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 8 9
+ 6 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 9 10
+ 7 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 10 11
+ 8 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 11 12
+ 9 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 12 13
+ 10 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 13 14
+ 11 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 14 15
+ 12 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 15 16
+ 13 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 16 17
+ 14 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 17 18
+ 15 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 18 19
+ 16 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 19 20
+ 17 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 18 21
+ 18 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 11 22
+ 19 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 22 23
+ 20 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 23 13
+ 21 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 23 24
+ 22 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 24 15
+ 23 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 24 25
+ 24 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 25 26
+ 25 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 6 27
+ 26 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 27 28
+ 27 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 28 29
+ 28 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 29 30
+ 29 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 30 10
+ 30 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 28 31
+ 31 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 31 32
+ 32 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 32 33
+ 33 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 33 34
+ 34 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 34 22
+ 35 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 27 35
+ 36 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 35 31
+ 37 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 5 36
+ 38 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 36 37
+ 39 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 37 38
+ 40 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 38 39
+ 41 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 39 35
+ 42 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 40 41
+ 43 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 41 36
+ 44 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 42 43
+ 45 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 43 41
+ 46 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 41 44
+ 47 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 44 39
+ 48 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 43 45
+ 49 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 45 44
+ 50 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 31 34
+ 51 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 35 46
+ 52 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 46 34
+ 53 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 39 47
+ 54 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 47 46
+ 55 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 44 48
+ 56 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 48 49
+ 57 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 49 47
+ 58 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 45 50
+ 59 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 50 48
+ 60 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 45 51
+ 61 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 51 52
+ 62 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 52 50
+ 63 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 46 53
+ 64 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 53 25
+ 65 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 47 53
+ 66 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 25 54
+ 67 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 54 55
+ 68 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 48 54
+ 69 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 54 56
+ 70 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 56 57
+ 71 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 50 56
+ 72 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 58 59
+ 73 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 60 61
+ 74 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 61 62
+ 75 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 62 63
+ 76 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 63 64
+ 77 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 60 65
+[END OF CURVES]
+
+[BOUNDARIES]
+ 26 - Number of boundaries -
+ 0 - Boundary number
+ 1 - number of curves on boundary, next line(s) are curvenumbers
+ 72
+ 1 - Boundary number
+ 7 - number of curves on boundary, next line(s) are curvenumbers
+ 44 48 60 61 62 71 70
+ 2 - Boundary number
+ 9 - number of curves on boundary, next line(s) are curvenumbers
+ 44 48 60 61 62 59 68 69 70
+ 3 - Boundary number
+ 8 - number of curves on boundary, next line(s) are curvenumbers
+ 44 48 60 61 62 59 68 67
+ 4 - Boundary number
+ 12 - number of curves on boundary, next line(s) are curvenumbers
+ 44 48 60 61 62 59 56 57 65 64
+ 66 67
+ 5 - Boundary number
+ 11 - number of curves on boundary, next line(s) are curvenumbers
+ 44 48 60 61 62 59 56 57 65 64
+ 24
+ 6 - Boundary number
+ 12 - number of curves on boundary, next line(s) are curvenumbers
+ 44 48 60 61 62 59 56 57 54 63
+ 64 24
+ 7 - Boundary number
+ 15 - number of curves on boundary, next line(s) are curvenumbers
+ 44 48 60 61 62 59 56 57 54 52
+ 34 19 21 23 24
+ 8 - Boundary number
+ 13 - number of curves on boundary, next line(s) are curvenumbers
+ 44 48 58 59 56 57 54 52 34 19
+ 21 23 24
+ 9 - Boundary number
+ 13 - number of curves on boundary, next line(s) are curvenumbers
+ 44 48 49 55 56 57 54 52 34 19
+ 21 23 24
+ 10 - Boundary number
+ 12 - number of curves on boundary, next line(s) are curvenumbers
+ 44 48 49 47 53 54 52 34 19 21
+ 23 24
+ 11 - Boundary number
+ 12 - number of curves on boundary, next line(s) are curvenumbers
+ 44 48 49 47 41 51 52 34 19 21
+ 23 24
+ 12 - Boundary number
+ 12 - number of curves on boundary, next line(s) are curvenumbers
+ 44 48 49 47 41 36 50 34 19 21
+ 23 24
+ 13 - Boundary number
+ 14 - number of curves on boundary, next line(s) are curvenumbers
+ 44 48 49 47 41 36 31 32 33 34
+ 19 21 23 24
+ 14 - Boundary number
+ 14 - number of curves on boundary, next line(s) are curvenumbers
+ 44 45 46 47 41 36 31 32 33 34
+ 19 21 23 24
+ 15 - Boundary number
+ 16 - number of curves on boundary, next line(s) are curvenumbers
+ 44 45 43 38 39 40 41 36 31 32
+ 33 34 19 21 23 24
+ 16 - Boundary number
+ 15 - number of curves on boundary, next line(s) are curvenumbers
+ 42 43 38 39 40 41 36 31 32 33
+ 34 19 21 23 24
+ 17 - Boundary number
+ 15 - number of curves on boundary, next line(s) are curvenumbers
+ 1 37 38 39 40 41 36 31 32 33
+ 34 19 21 23 24
+ 18 - Boundary number
+ 13 - number of curves on boundary, next line(s) are curvenumbers
+ 1 2 25 35 36 31 32 33 34 19
+ 21 23 24
+ 19 - Boundary number
+ 13 - number of curves on boundary, next line(s) are curvenumbers
+ 1 2 25 26 30 31 32 33 34 19
+ 21 23 24
+ 20 - Boundary number
+ 13 - number of curves on boundary, next line(s) are curvenumbers
+ 1 2 25 26 27 28 29 7 18 19
+ 21 23 24
+ 21 - Boundary number
+ 12 - number of curves on boundary, next line(s) are curvenumbers
+ 1 2 3 4 5 6 7 18 19 21
+ 23 24
+ 22 - Boundary number
+ 15 - number of curves on boundary, next line(s) are curvenumbers
+ 1 2 3 4 5 6 7 18 19 21
+ 22 12 13 14 17
+ 23 - Boundary number
+ 16 - number of curves on boundary, next line(s) are curvenumbers
+ 1 2 3 4 5 6 7 18 19 20
+ 10 11 12 13 14 17
+ 24 - Boundary number
+ 15 - number of curves on boundary, next line(s) are curvenumbers
+ 1 2 3 4 5 6 7 8 9 10
+ 11 12 13 14 17
+ 25 - Boundary number
+ 16 - number of curves on boundary, next line(s) are curvenumbers
+ 1 2 3 4 5 6 7 8 9 10
+ 11 12 13 14 15 16
+[END OF BOUNDARIES]
+
+[USE PROBABILISTIC DEFAULTS BOUNDARIES]
+ 26 - Number of boundaries -
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES]
+
+[STDV BOUNDARIES]
+ 26 - Number of boundaries -
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+[END OF STDV BOUNDARIES]
+
+[DISTRIBUTION BOUNDARIES]
+ 26 - Number of boundaries -
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+[END OF DISTRIBUTION BOUNDARIES]
+
+[PIEZO LINES]
+ 2 - Number of piezometric level lines -
+ 1 - PlLine number
+ 4 - number of curves on PlLine, next line(s) are curvenumbers
+ 73 74 75 76
+ 2 - PlLine number
+ 1 - number of curves on PlLine, next line(s) are curvenumbers
+ 77
+[END OF PIEZO LINES]
+
+[PHREATIC LINE]
+ 1 - Number of the piezometric level line acting as phreatic line -
+[END OF PHREATIC LINE]
+
+[WORLD CO-ORDINATES]
+ 0.000 - X world 1 -
+ 0.000 - Y world 1 -
+ 0.000 - X world 2 -
+ 0.000 - Y world 2 -
+[END OF WORLD CO-ORDINATES]
+
+[LAYERS]
+ 25 - Number of layers -
+ 1 - Layer number, next line is material of layer
+ Residual Soil (L) 3-3
+ 2 - Piezometric level line at top of layer
+ 2 - Piezometric level line at bottom of layer
+ 1 - Boundarynumber at top of layer
+ 0 - Boundarynumber at bottom of layer
+ 2 - Layer number, next line is material of layer
+ FC(L) Zone2 3-3
+ 99 - Piezometric level line at top of layer
+ 99 - Piezometric level line at bottom of layer
+ 2 - Boundarynumber at top of layer
+ 1 - Boundarynumber at bottom of layer
+ 3 - Layer number, next line is material of layer
+ FC(L) 3-3
+ 99 - Piezometric level line at top of layer
+ 99 - Piezometric level line at bottom of layer
+ 3 - Boundarynumber at top of layer
+ 2 - Boundarynumber at bottom of layer
+ 4 - Layer number, next line is material of layer
+ UMC(L) Zone1 3-3
+ 99 - Piezometric level line at top of layer
+ 99 - Piezometric level line at bottom of layer
+ 4 - Boundarynumber at top of layer
+ 3 - Boundarynumber at bottom of layer
+ 5 - Layer number, next line is material of layer
+ UMC(L) 3-3
+ 99 - Piezometric level line at top of layer
+ 99 - Piezometric level line at bottom of layer
+ 5 - Boundarynumber at top of layer
+ 4 - Boundarynumber at bottom of layer
+ 6 - Layer number, next line is material of layer
+ Sand 3-3
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 6 - Boundarynumber at top of layer
+ 5 - Boundarynumber at bottom of layer
+ 7 - Layer number, next line is material of layer
+ Sand 3-3
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 7 - Boundarynumber at top of layer
+ 6 - Boundarynumber at bottom of layer
+ 8 - Layer number, next line is material of layer
+ CB 3-3
+ 99 - Piezometric level line at top of layer
+ 99 - Piezometric level line at bottom of layer
+ 8 - Boundarynumber at top of layer
+ 7 - Boundarynumber at bottom of layer
+ 9 - Layer number, next line is material of layer
+ CB 3-3
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 9 - Boundarynumber at top of layer
+ 8 - Boundarynumber at bottom of layer
+ 10 - Layer number, next line is material of layer
+ CB 3-3
+ 99 - Piezometric level line at top of layer
+ 99 - Piezometric level line at bottom of layer
+ 10 - Boundarynumber at top of layer
+ 9 - Boundarynumber at bottom of layer
+ 11 - Layer number, next line is material of layer
+ CB 3-3
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 11 - Boundarynumber at top of layer
+ 10 - Boundarynumber at bottom of layer
+ 12 - Layer number, next line is material of layer
+ CB 3-3
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 12 - Boundarynumber at top of layer
+ 11 - Boundarynumber at bottom of layer
+ 13 - Layer number, next line is material of layer
+ CB 3-3
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 13 - Boundarynumber at top of layer
+ 12 - Boundarynumber at bottom of layer
+ 14 - Layer number, next line is material of layer
+ FC(M) Zone4 3-3
+ 99 - Piezometric level line at top of layer
+ 99 - Piezometric level line at bottom of layer
+ 14 - Boundarynumber at top of layer
+ 13 - Boundarynumber at bottom of layer
+ 15 - Layer number, next line is material of layer
+ UMC(M) Zone3 3-3
+ 99 - Piezometric level line at top of layer
+ 99 - Piezometric level line at bottom of layer
+ 15 - Boundarynumber at top of layer
+ 14 - Boundarynumber at bottom of layer
+ 16 - Layer number, next line is material of layer
+ FC(M) 3-3
+ 99 - Piezometric level line at top of layer
+ 99 - Piezometric level line at bottom of layer
+ 16 - Boundarynumber at top of layer
+ 15 - Boundarynumber at bottom of layer
+ 17 - Layer number, next line is material of layer
+ UMC(M) 3-3
+ 99 - Piezometric level line at top of layer
+ 99 - Piezometric level line at bottom of layer
+ 17 - Boundarynumber at top of layer
+ 16 - Boundarynumber at bottom of layer
+ 18 - Layer number, next line is material of layer
+ Sand 3-3
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 18 - Boundarynumber at top of layer
+ 17 - Boundarynumber at bottom of layer
+ 19 - Layer number, next line is material of layer
+ Sand 3-3
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 19 - Boundarynumber at top of layer
+ 18 - Boundarynumber at bottom of layer
+ 20 - Layer number, next line is material of layer
+ Sand 3-3
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 20 - Boundarynumber at top of layer
+ 19 - Boundarynumber at bottom of layer
+ 21 - Layer number, next line is material of layer
+ Revetment 3-3
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 21 - Boundarynumber at top of layer
+ 20 - Boundarynumber at bottom of layer
+ 22 - Layer number, next line is material of layer
+ Sand 3-3
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 22 - Boundarynumber at top of layer
+ 21 - Boundarynumber at bottom of layer
+ 23 - Layer number, next line is material of layer
+ Good Earth 3-3
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 23 - Boundarynumber at top of layer
+ 22 - Boundarynumber at bottom of layer
+ 24 - Layer number, next line is material of layer
+ Good Earth 3-3
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 24 - Boundarynumber at top of layer
+ 23 - Boundarynumber at bottom of layer
+ 25 - Layer number, next line is material of layer
+ Sand 3-3
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 25 - Boundarynumber at top of layer
+ 24 - Boundarynumber at bottom of layer
+[END OF LAYERS]
+
+[LAYERLOADS]
+ - Layers which are loads -
+
+[END OF LAYERLOADS]
+
+[END OF GEOMETRY DATA]
+[RUN IDENTIFICATION TITLES]
+
+
+
+[END OF RUN IDENTIFICATION TITLES]
+[MODEL]
+ 1 : Bishop
+ 1 : C phi
+ 0 : Probabilistic off
+ 1 : Mean
+ 1 : Geotextiles on
+ 1 : Nails on
+ 0 : Zone plot off
+ 0 : Local measurements
+[END OF MODEL]
+[MSEEPNET]
+ Use potential file
+ 0 : Do not use water net of MSeep file
+ 0 : Do not make negative pressures 0
+[END OF MSEEPNET]
+[UNIT WEIGHT WATER]
+ 9.81 : Unit weight water
+[END OF UNIT WEIGHT WATER]
+[DEGREE OF CONSOLIDATION]
+ 25 Number of layers
+ 25 100
+ 24 100 100
+ 23 100 100 100
+ 22 100 100 100 100
+ 21 100 100 100 100 100
+ 20 100 100 100 100 100 100
+ 19 100 100 100 100 100 100 100
+ 18 100 100 100 100 100 100 100 100
+ 17 100 100 100 100 100 100 100 100 100
+ 16 100 100 100 100 100 100 100 100 100 100
+ 15 100 100 100 100 100 100 100 100 100 100
+ 100
+ 14 100 100 100 100 100 100 100 100 100 100
+ 100 100
+ 13 100 100 100 100 100 100 100 100 100 100
+ 100 100 100
+ 12 100 100 100 100 100 100 100 100 100 100
+ 100 100 100 100
+ 11 100 100 100 100 100 100 100 100 100 100
+ 100 100 100 100 100
+ 10 100 100 100 100 100 100 100 100 100 100
+ 100 100 100 100 100 100
+ 9 100 100 100 100 100 100 100 100 100 100
+ 100 100 100 100 100 100 100
+ 8 100 100 100 100 100 100 100 100 100 100
+ 100 100 100 100 100 100 100 100
+ 7 100 100 100 100 100 100 100 100 100 100
+ 100 100 100 100 100 100 100 100 100
+ 6 100 100 100 100 100 100 100 100 100 100
+ 100 100 100 100 100 100 100 100 100 100
+ 5 100 100 100 100 100 100 100 100 100 100
+ 100 100 100 100 100 100 100 100 100 100
+ 100
+ 4 100 100 100 100 100 100 100 100 100 100
+ 100 100 100 100 100 100 100 100 100 100
+ 100 100
+ 3 100 100 100 100 100 100 100 100 100 100
+ 100 100 100 100 100 100 100 100 100 100
+ 100 100 100
+ 2 100 100 100 100 100 100 100 100 100 100
+ 100 100 100 100 100 100 100 100 100 100
+ 100 100 100 100
+ 1 100 100 100 100 100 100 100 100 100 100
+ 100 100 100 100 100 100 100 100 100 100
+ 100 100 100 100 100
+ 0 capillary water not included
+[END OF DEGREE OF CONSOLIDATION]
+[DEGREE TEMPORARY LOADS]
+ 100 100 100 100 100 100 100 100 100 100
+ 100 100 100 100 100 100 100 100 100 100
+ 100 100 100 100 100
+ 0 capillary water not included
+[END OF DEGREE TEMPORARY LOADS]
+[DEGREE EARTH QUAKE]
+ 100 100 100 100 100 100 100 100 100 100
+ 100 100 100 100 100 100 100 100 100 100
+ 100 100 100 100 100
+[END OF DEGREE EARTH QUAKE]
+[CIRCLES]
+ 157.585 179.055 10 X-direction
+ 105.549 121.371 10 Y-direction
+ 95.000 80.000 10 Tangent lines
+ 120.900 0.000 0 no fixed point used
+[END OF CIRCLES]
+[SPENCER SLIP DATA]
+ 0 Number of points
+[END OF SPENCER SLIP DATA]
+[SPENCER SLIP DATA 2]
+ 0 Number of points
+[END OF SPENCER SLIP DATA 2]
+[SPENCER SLIP INTERVAL]
+ 2 : Slip spencer interval
+[END OF SPENCER SLIP INTERVAL]
+[LINE LOADS]
+ 0 = number of items
+[END OF LINE LOADS]
+[UNIFORM LOADS]
+ 1 = number of items
+Uniform Load (1)
+ 33.00 = magnitude
+ 135.00 150.00 = xstart and xend
+ 0.00 = distribution angle
+ 1 = permanent load
+[END OF UNIFORM LOADS]
+[TREE ON SLOPE]
+0.00 = WindForce
+0.00 = XCoordinate
+0.00 = YCoordinate
+10.00 = width of root zone
+0.0 = AngleOfDistribution
+[END OF TREE ON SLOPE]
+[EARTH QUAKE]
+ 0.000 = horizontal acceleration
+ 0.000 = vertical acceleration
+ 0.000 = free water moment factor
+[END OF EARTH QUAKE]
+[SIGMA-TAU CURVES]
+ 0 = number of items
+[END OF SIGMA-TAU CURVES]
+[BOND STRESS DIAGRAMS]
+ 0 = number of items
+[END OF BOND STRESS DIAGRAMS]
+[MEASURED YIELD STRESSES]
+[YIELD STRESSES]
+ 0 = number of items
+[END OF YIELD STRESSES]
+[END OF MEASURED YIELD STRESSES]
+[MINIMAL REQUIRED CIRCLE DEPTH]
+ 0.00 [m]
+[END OF MINIMAL REQUIRED CIRCLE DEPTH]
+[SLIP CIRCLE SELECTION]
+IsMinXEntryUsed=0
+IsMaxXEntryUsed=0
+XEntryMin=0.00
+XEntryMax=0.00
+[END OF SLIP CIRCLE SELECTION]
+[START VALUE SAFETY FACTOR]
+ 1.000 [-]
+[END OF START VALUE SAFETY FACTOR]
+[REFERENCE LEVEL SU]
+ 16.000 Excavation gamma above freatic level
+ 18.000 Excavation gamma below freatic level
+ 0 number of points
+[END OF REFERENCE LEVEL SU]
+
+[LIFT SLIP DATA]
+ 120.900 120.900 1 X-direction Left
+ 0.000 0.000 1 Y-direction Left
+ 120.900 120.900 1 X-direction Right
+ 0.000 0.000 1 Y-direction Right
+ 0.000 0.000 1 Y-direction tangent lines
+ 0 Automatic grid calculation (1)
+[END OF LIFT SLIP DATA]
+[EXTERNAL WATER LEVELS]
+ 0 = No water data used
+ 0.00 = Design level
+ 0.30 = Decimate height
+ 1 norm = 1/10000
+ 1 = number of items
+Water data (1)
+ 1 = Phreatic line
+ 0.00 = Level
+ Piezo lines
+ 25 - Number of layers
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+[END OF EXTERNAL WATER LEVELS]
+[MODEL FACTOR]
+ 1.00 = Limit value stability factor
+ 0.08 = Standard deviation for limit value stability factor
+ 0.00 = Reference standard deviation for degree of consolidation
+ 100.00 = Length of the section
+ 0 = Use contribution of end section
+ 0.00 = Lateral stress ratio
+ 0.25 = Coefficient of variation contribution edge of section
+[END OF MODEL FACTOR]
+[CALCULATION OPTIONS]
+MoveCalculationGrid=1
+ProbCalculationType=2
+SearchMethod=0
+[END OF CALCULATION OPTIONS]
+[PROBABILISTIC DEFAULTS]
+CohesionVariationTotal=0.25
+CohesionDesignPartial=1.25
+CohesionDesignStdDev=-1.65
+CohesionDistribution=3
+PhiVariationTotal=0.15
+PhiDesignPartial=1.10
+PhiDesignStdDev=-1.65
+PhiDistribution=3
+StressTableVariationTotal=0.20
+StressTableDesignPartial=1.15
+StressTableDesignStdDev=-1.65
+StressTableDistribution=3
+RatioCuPcVariationTotal=0.25
+RatioCuPcDesignPartial=1.15
+RatioCuPcDesignStdDev=-1.65
+RatioCuPcDistribution=3
+CuVariationTotal=0.25
+CuDesignPartial=1.15
+CuDesignStdDev=-1.65
+CuDistribution=3
+POPVariationTotal=0.10
+POPDesignPartial=1.10
+POPDesignStdDev=-1.65
+POPDistribution=3
+CompressionRatioVariationTotal=0.25
+CompressionRatioDesignPartial=1.00
+CompressionRatioDesignStdDev=0.00
+CompressionRatioDistribution=3
+ConsolidationCoefTotalStdDev=20.00
+ConsolidationCoefDesignPartial=1.00
+ConsolidationCoefDesignStdDev=1.65
+ConsolidationCoefDistribution=2
+HydraulicPressureTotalStdDev=0.50
+HydraulicPressureDesignPartial=1.00
+HydraulicPressureDesignStdDev=1.65
+HydraulicPressureDistribution=3
+LimitValueBishopMean=1.00
+LimitValueBishopStdDev=0.08
+LimitValueBishopDistribution=3
+LimitValueVanMean=0.95
+LimitValueVanStdDev=0.08
+LimitValueVanDistribution=3
+[END OF PROBABILISTIC DEFAULTS]
+[NEWZONE PLOT DATA]
+ 0.00 = Diketable Height [m]
+ 117.90 = Width top rest profile [m]
+ 120.90 = X co-ordinate indicating start of zone [m]
+ 0.00 = Boundary of M.H.W influence at X [m]
+ 0.00 = Boundary of M.H.W influence at Y [m]
+ 1.19 = Required safety in zone 1a
+ 1.11 = Required safety in zone 1b
+ 1.00 = Required safety in zone 2a
+ 120.90 = Required safety in zone 2b
+ 119.90 = Left side minimum road [m]
+ 0.00 = Right side minimum road [m]
+ 0.90 = Required safety in zone 3a
+ 0.00 = Required safety in zone 3b
+ 0 Stability calculation at left side
+ 0.00 = Remolding reduction factor
+ 0.00 = Schematization reduction factor
+ 0 Overtopping condition more then 0.1 l/m/s
+[END OF NEWZONE PLOT DATA]
+[HORIZONTAL BALANCE]
+HorizontalBalanceXLeft=0.000
+HorizontalBalanceXRight=0.000
+HorizontalBalanceYTop=0.00
+HorizontalBalanceYBottom=0.00
+HorizontalBalanceNYInterval=1
+[END OF HORIZONTAL BALANCE]
+[REQUESTED CIRCLE SLICES]
+ 30 = number of slices
+[END OF REQUESTED CIRCLE SLICES]
+[REQUESTED LIFT SLICES]
+ 50 = number of slices
+[END OF REQUESTED LIFT SLICES]
+[REQUESTED SPENCER SLICES]
+ 50 = number of slices
+[END OF REQUESTED SPENCER SLICES]
+[SOIL RESISTANCE]
+SoilResistanceDowelAction=1
+SoilResistancePullOut=1
+[END OF SOIL RESISTANCE]
+[GENETIC ALGORITHM OPTIONS BISHOP]
+PopulationCount=30
+GenerationCount=30
+EliteCount=2
+MutationRate=0.200
+CrossOverScatterFraction=1.000
+CrossOverSinglePointFraction=0.000
+CrossOverDoublePointFraction=0.000
+MutationJumpFraction=1.000
+MutationCreepFraction=0.000
+MutationInverseFraction=0.000
+MutationCreepReduction=0.050
+[END OF GENETIC ALGORITHM OPTIONS BISHOP]
+[GENETIC ALGORITHM OPTIONS LIFTVAN]
+PopulationCount=40
+GenerationCount=40
+EliteCount=2
+MutationRate=0.250
+CrossOverScatterFraction=1.000
+CrossOverSinglePointFraction=0.000
+CrossOverDoublePointFraction=0.000
+MutationJumpFraction=1.000
+MutationCreepFraction=0.000
+MutationInverseFraction=0.000
+MutationCreepReduction=0.050
+[END OF GENETIC ALGORITHM OPTIONS LIFTVAN]
+[GENETIC ALGORITHM OPTIONS SPENCER]
+PopulationCount=50
+GenerationCount=50
+EliteCount=2
+MutationRate=0.300
+CrossOverScatterFraction=0.000
+CrossOverSinglePointFraction=0.700
+CrossOverDoublePointFraction=0.300
+MutationJumpFraction=0.000
+MutationCreepFraction=0.900
+MutationInverseFraction=0.100
+MutationCreepReduction=0.050
+[END OF GENETIC ALGORITHM OPTIONS SPENCER]
+[MODEL SPECIAL]
+IsAlternativeStrength=0
+IsAdditionalPorePressure=0
+[END OF MODEL SPECIAL]
+[NAIL TYPE DEFAULTS]
+NailTypeLengthNail=0.00
+NailTypeDiameterNail=0.00
+NailTypeDiameterGrout=0.00
+NailTypeYieldForceNail=0.00
+NailTypePlasticMomentNail=0.00
+NailTypeBendingStiffnessNail=0.00E+00
+NailTypeUseFacingOrBearingPlate=0
+[END OF NAIL TYPE DEFAULTS]
+[END OF INPUT FILE]
Index: IssueRelatedData/MWDAM-1295/Damlivefinalin/damlive/PulauTekong.damx
===================================================================
diff -u
--- IssueRelatedData/MWDAM-1295/Damlivefinalin/damlive/PulauTekong.damx (revision 0)
+++ IssueRelatedData/MWDAM-1295/Damlivefinalin/damlive/PulauTekong.damx (revision 2666)
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\ No newline at end of file
Index: IssueRelatedData/MWDAM-1295/Damlivefinalin/damlive/PulauTekong.geometries2D.0/3_3_SingaporeCrossSection.sts
===================================================================
diff -u
--- IssueRelatedData/MWDAM-1295/Damlivefinalin/damlive/PulauTekong.geometries2D.0/3_3_SingaporeCrossSection.sts (revision 0)
+++ IssueRelatedData/MWDAM-1295/Damlivefinalin/damlive/PulauTekong.geometries2D.0/3_3_SingaporeCrossSection.sts (revision 2666)
@@ -0,0 +1,200 @@
+[Frame]
+ProjectId=-
+AnnexNum=-
+DrawnBy=-
+DateStamp=-
+UseCurrentDate=1
+
+[Page]
+PagePrintAxes01=0
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+PageMarginLeft01=10
+PageMarginRight01=30
+PageMarginTop01=10
+PageMarginBottom01=10
+PageWidth01=210
+PageHeight01=297
+PagePrintAxes02=0
+PageOrientation02=0
+PageMarginLeft02=30
+PageMarginRight02=10
+PageMarginTop02=10
+PageMarginBottom02=10
+PageWidth02=210
+PageHeight02=297
+
+[Graphic input]
+Grid Distance=1
+Selection accuracy=2
+Limit Left=-100
+Limit Right=100
+Limit Bottom=-20
+Limit Top=20
+Rulers=1
+Grid=1
+Snap=0
+InfoBar=1
+Cursor=0
+Origin=1
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+Point numbers on=0
+Auto scale setting=1
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+Layercolors on=1
+Layerlabels as=2
+Settlement factor=1000
+Loads=1
+Loads Numbering=1
+Forbidden Lines=1
+Forbidden Lines Numbering=1
+GeoTextiles=1
+GeoTextiles Numbering=1
+Nails=1
+Nails Numbering=1
+Reference Level=1
+IsoLines=1
+Loads Default=1
+Loads Size=2
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+Isolines Numbering=1
+Isolines Values=0
+Nr of Isolines=11
+Isolines Min Value=1
+Isolines Max Value=1.5
+Save Limit=1.5
+Fail Limit=1
+
+[Results Graph]
+Grid Distance=1
+Selection accuracy=2
+Limit Left=-100
+Limit Right=100
+Limit Bottom=-20
+Limit Top=20
+Rulers=1
+Grid=0
+Snap=0
+InfoBar=1
+Cursor=0
+Origin=1
+Deform=1
+Points on=0
+Point numbers on=0
+Auto scale setting=1
+Legend on=1
+Layerlabels on=1
+Layercolors on=1
+Layerlabels as=0
+Settlement factor=1000
+Loads=1
+Loads Numbering=1
+Forbidden Lines=1
+Forbidden Lines Numbering=1
+GeoTextiles=1
+GeoTextiles Numbering=1
+Nails=1
+Nails Numbering=1
+Reference Level=1
+IsoLines=1
+Loads Default=1
+Loads Size=2
+Units in N_mm=0
+Isolines Numbering=1
+Isolines Values=0
+Nr of Isolines=11
+Isolines Min Value=1
+Isolines Max Value=1.5
+Save Limit=1.5
+Fail Limit=1
+
+[FMin grid]
+Grid Distance=1
+Selection accuracy=2
+Limit Left=-100
+Limit Right=100
+Limit Bottom=-20
+Limit Top=20
+Rulers=1
+Grid=0
+Snap=0
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+Origin=0
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+Auto scale setting=1
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+Layerlabels on=1
+Layercolors on=1
+Layerlabels as=0
+Settlement factor=1000
+Loads=0
+Loads Numbering=0
+Forbidden Lines=0
+Forbidden Lines Numbering=0
+GeoTextiles=0
+GeoTextiles Numbering=0
+Nails=1
+Nails Numbering=1
+Reference Level=1
+IsoLines=1
+Loads Default=1
+Loads Size=2
+Units in N_mm=0
+Isolines Numbering=1
+Isolines Values=0
+Nr of Isolines=11
+Isolines Min Value=1
+Isolines Max Value=1.5
+Save Limit=1.5
+Fail Limit=1
+
+[Safety overview]
+Grid Distance=1
+Selection accuracy=2
+Limit Left=-100
+Limit Right=100
+Limit Bottom=-20
+Limit Top=20
+Rulers=1
+Grid=0
+Snap=0
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+Cursor=0
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+Auto scale setting=1
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+Layercolors on=1
+Layerlabels as=0
+Settlement factor=1000
+Loads=1
+Loads Numbering=1
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+GeoTextiles=1
+GeoTextiles Numbering=1
+Nails=1
+Nails Numbering=1
+Reference Level=1
+IsoLines=1
+Loads Default=1
+Loads Size=2
+Units in N_mm=0
+Isolines Numbering=1
+Isolines Values=0
+Nr of Isolines=11
+Isolines Min Value=1
+Isolines Max Value=1.5
+Save Limit=1.5
+Fail Limit=1
+
+[Calculation]
+Graphic Indicator=1
+Short Report=0
Index: IssueRelatedData/MWDAM-1295/Damlivefinalin/damlive/PulauTekong0.soilmaterials.mds
===================================================================
diff -u
--- IssueRelatedData/MWDAM-1295/Damlivefinalin/damlive/PulauTekong0.soilmaterials.mds (revision 0)
+++ IssueRelatedData/MWDAM-1295/Damlivefinalin/damlive/PulauTekong0.soilmaterials.mds (revision 2666)
@@ -0,0 +1,25 @@
+[Frame]
+ProjectId=-
+AnnexNum=-
+DrawnBy=-
+DateStamp=-
+UseCurrentDate=1
+
+[Page]
+PagePrintAxes01=0
+PageOrientation01=1
+PageMarginLeft01=10
+PageMarginRight01=30
+PageMarginTop01=10
+PageMarginBottom01=10
+PageWidth01=210
+PageHeight01=297
+PagePrintAxes02=0
+PageOrientation02=0
+PageMarginLeft02=30
+PageMarginRight02=10
+PageMarginTop02=10
+PageMarginBottom02=10
+PageWidth02=210
+PageHeight02=297
+
Index: IssueRelatedData/MWDAM-1295/Damlivefinalin/damlive/live.InputTimeSeries_short.xml
===================================================================
diff -u
--- IssueRelatedData/MWDAM-1295/Damlivefinalin/damlive/live.InputTimeSeries_short.xml (revision 0)
+++ IssueRelatedData/MWDAM-1295/Damlivefinalin/damlive/live.InputTimeSeries_short.xml (revision 2666)
@@ -0,0 +1,368 @@
+
+
+ 0.0
+
+
+ instantaneous
+ SD CS 1-1
+ PiezoMetricHead
+
+
+
+ -999.0
+ SD CS 1-1
+ m
+
+
+
+
+
+ instantaneous
+ SD CS 1-2
+ PiezoMetricHead
+
+
+
+ -999.0
+ SD CS 1-2
+ m
+
+
+
+
+
+ instantaneous
+ SD CS 1-3
+ PiezoMetricHead
+
+
+
+ -999.0
+ SD CS 1-3
+ m
+
+
+
+
+
+ instantaneous
+ SD CS 1-4
+ PiezoMetricHead
+
+
+
+ -999.0
+ SD CS 1-4
+ m
+
+
+
+
+
+ instantaneous
+ EWS sealevel 1
+ PiezoMetricHead
+
+
+
+ -999.0
+ EWS sealevel 1
+ m
+
+
+
+
+
+ instantaneous
+ EWS polderlevel 1
+ PiezoMetricHead
+
+
+
+ -999.0
+ EWS polderlevel 1
+ m
+
+
+
+
+
+ instantaneous
+ SD CS 2-1
+ PiezoMetricHead
+
+
+
+ -999.0
+ SD CS 2-1
+ m
+
+
+
+
+
+ instantaneous
+ SD CS 2-2
+ PiezoMetricHead
+
+
+
+ -999.0
+ SD CS 2-2
+ m
+
+
+
+
+
+ instantaneous
+ SD CS 2-3
+ PiezoMetricHead
+
+
+
+ -999.0
+ SD CS 2-3
+ m
+
+
+
+
+
+ instantaneous
+ SD CS 2-4
+ PiezoMetricHead
+
+
+
+ -999.0
+ SD CS 2-4
+ m
+
+
+
+
+
+ instantaneous
+ EWS sealevel 2
+ PiezoMetricHead
+
+
+
+ -999.0
+ EWS sealevel 2
+ m
+
+
+
+
+
+ instantaneous
+ EWS polderlevel 2
+ PiezoMetricHead
+
+
+
+ -999.0
+ EWS polderlevel 2
+ m
+
+
+
+
+
+ instantaneous
+ SD CS 3-1
+ PiezoMetricHead
+
+
+
+ -999.0
+ SD CS 3-1
+ m
+
+
+
+
+
+ instantaneous
+ SD CS 3-2
+ PiezoMetricHead
+
+
+
+ -999.0
+ SD CS 3-2
+ m
+
+
+
+
+
+ instantaneous
+ SD CS 3-3
+ PiezoMetricHead
+
+
+
+ -999.0
+ SD CS 3-3
+ m
+
+
+
+
+
+ instantaneous
+ SD CS 3-4
+ PiezoMetricHead
+
+
+
+ -999.0
+ SD CS 3-4
+ m
+
+
+
+
+
+ instantaneous
+ EWS sealevel 3
+ PiezoMetricHead
+
+
+
+ -999.0
+ EWS sealevel 3
+ m
+
+
+
+
+
+ instantaneous
+ EWS polderlevel 3
+ PiezoMetricHead
+
+
+
+ -999.0
+ EWS polderlevel 3
+ m
+
+
+
+
+
+ instantaneous
+ CD CS 1-1
+ PiezoMetricHead
+
+
+
+ -999.0
+ CD CS 1-1
+ m
+
+
+
+
+
+ instantaneous
+ CD CS 1-2
+ PiezoMetricHead
+
+
+
+ -999.0
+ CD CS 1-2
+ m
+
+
+
+
+
+ instantaneous
+ EWS cutoff drainlevel 1
+ PiezoMetricHead
+
+
+
+ -999.0
+ EWS cutoff drainlevel 1
+ m
+
+
+
+
+
+ instantaneous
+ EWS polderlevel 4
+ PiezoMetricHead
+
+
+
+ -999.0
+ EWS polderlevel 4
+ m
+
+
+
+
+
+ instantaneous
+ CD CS 2-1
+ PiezoMetricHead
+
+
+
+ -999.0
+ CD CS 2-1
+ m
+
+
+
+
+
+ instantaneous
+ CD CS 2-2
+ PiezoMetricHead
+
+
+
+ -999.0
+ CD CS 2-2
+ m
+
+
+
+
+
+ instantaneous
+ EWS cutoff drainlevel 2
+ PiezoMetricHead
+
+
+
+ -999.0
+ EWS cutoff drainlevel 2
+ m
+
+
+
+
+
+ instantaneous
+ EWS polderlevel 5
+ PiezoMetricHead
+
+
+
+ -999.0
+ EWS polderlevel 5
+ m
+
+
+
+
\ No newline at end of file
Index: IssueRelatedData/MWDAM-1295/Damlivefinalin/damlive/PulauTekong.geometries2D.0/8_8_SingaporeCrossSection.sti
===================================================================
diff -u
--- IssueRelatedData/MWDAM-1295/Damlivefinalin/damlive/PulauTekong.geometries2D.0/8_8_SingaporeCrossSection.sti (revision 0)
+++ IssueRelatedData/MWDAM-1295/Damlivefinalin/damlive/PulauTekong.geometries2D.0/8_8_SingaporeCrossSection.sti (revision 2666)
@@ -0,0 +1,2577 @@
+Input file for D-Geo Stability : Stability of earth slopes.
+==============================================================================
+COMPANY : Stichting Deltares
+
+DATE : 30-Apr-19
+TIME : 13:46:12
+FILENAME : D:\DAMLiveSingaporenew\new profiles\workbin_21sep_Inward\PulauTekong.geometries2D.0\8_8_SingaporeCrossSection.sti
+CREATED BY : D-Geo Stability version 18.1.1.3
+========================== BEGINNING OF DATA ==========================
+[VERSION]
+Soil=1003
+Geometry=1000
+StressCurve=1000
+BondStressDiagram=1000
+YieldStress=1001
+D-Geo Stability=1008
+[END OF VERSION]
+
+[SOIL COLLECTION]
+ 16 = number of items
+[SOIL]
+UMC (M) 8-8 (1)
+SoilColor=7187949
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=15.10
+SoilGamWet=15.10
+SoilRestSlope=0
+SoilCohesion=0.00
+SoilPhi=13.90
+SoilDilatancy=13.90
+SoilCuTop=2.80
+SoilCuBottom=14.70
+SoilCuGradient=0.44
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=4
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilStrengthIncreaseExponent=0.80
+SoilPOPTop=0.00
+SoilPOPBottom=0.00
+SoilAdditionalFactorLEM=1.00
+SoilPc=0.00E+00
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=1
+SoilStdCohesion=0.00
+SoilStdPhi=0.00
+SoilStdRatioCuPc=0.00
+SoilStdRatioCuPcPassive=0.00
+SoilStdRatioCuPcActive=0.00
+SoilStdCu=0.00
+SoilStdCuTop=0.00
+SoilStdCuGradient=0.00
+SoilStdPn=0.20
+SoilDistCohesion=3
+SoilDistPhi=3
+SoilDistStressTable=3
+SoilDistRatioCuPc=3
+SoilDistRatioCuPcPassive=3
+SoilDistRatioCuPcActive=3
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+SoilDistPn=3
+SoilCorrelationCPhi=0.00
+SoilRatioCuPcPassive=0.00
+SoilRatioCuPcActive=0.00
+SoilCuPassiveTop=0.00
+SoilCuPassiveBottom=0.00
+SoilCuActiveTop=0.00
+SoilCuActiveBottom=0.00
+SoilUniformRatioCuPc=1
+SoilUniformCu=1
+SoilDesignPartialCohesion=1.25
+SoilDesignStdCohesion=-1.65
+SoilDesignPartialPhi=1.10
+SoilDesignStdPhi=-1.65
+SoilDesignPartialStressTable=1.15
+SoilDesignStdStressTable=-1.65
+SoilDesignPartialRatioCuPc=1.15
+SoilDesignStdRatioCuPc=-1.65
+SoilDesignPartialCu=1.15
+SoilDesignStdCu=-1.65
+SoilDesignPartialPOP=1.10
+SoilDesignStdPOP=-1.65
+SoilDesignPartialRRatio=1.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=50.00
+SoilVertFluctScaleCoh=0.25
+SoilNumberOfTestsCoh=1
+SoilVarianceRatioCoh=0.75
+SoilHorFluctScalePhi=50.00
+SoilVertFluctScalePhi=0.25
+SoilNumberOfTestsPhi=1
+SoilVarianceRatioPhi=0.75
+SoilRRatio=1.0000000
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[SOIL]
+UMC (L) 8-8
+SoilColor=6923673
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=15.25
+SoilGamWet=15.25
+SoilRestSlope=0
+SoilCohesion=0.00
+SoilPhi=15.00
+SoilDilatancy=15.00
+SoilCuTop=11.90
+SoilCuBottom=16.80
+SoilCuGradient=0.44
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=4
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilStrengthIncreaseExponent=0.80
+SoilPOPTop=0.00
+SoilPOPBottom=0.00
+SoilAdditionalFactorLEM=1.00
+SoilPc=0.00E+00
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=1
+SoilStdCohesion=0.00
+SoilStdPhi=0.00
+SoilStdRatioCuPc=0.00
+SoilStdRatioCuPcPassive=0.00
+SoilStdRatioCuPcActive=0.00
+SoilStdCu=0.00
+SoilStdCuTop=0.00
+SoilStdCuGradient=0.00
+SoilStdPn=0.20
+SoilDistCohesion=3
+SoilDistPhi=3
+SoilDistStressTable=3
+SoilDistRatioCuPc=3
+SoilDistRatioCuPcPassive=3
+SoilDistRatioCuPcActive=3
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+SoilDistPn=3
+SoilCorrelationCPhi=0.00
+SoilRatioCuPcPassive=0.00
+SoilRatioCuPcActive=0.00
+SoilCuPassiveTop=0.00
+SoilCuPassiveBottom=0.00
+SoilCuActiveTop=0.00
+SoilCuActiveBottom=0.00
+SoilUniformRatioCuPc=1
+SoilUniformCu=1
+SoilDesignPartialCohesion=1.25
+SoilDesignStdCohesion=-1.65
+SoilDesignPartialPhi=1.10
+SoilDesignStdPhi=-1.65
+SoilDesignPartialStressTable=1.15
+SoilDesignStdStressTable=-1.65
+SoilDesignPartialRatioCuPc=1.15
+SoilDesignStdRatioCuPc=-1.65
+SoilDesignPartialCu=1.15
+SoilDesignStdCu=-1.65
+SoilDesignPartialPOP=1.10
+SoilDesignStdPOP=-1.65
+SoilDesignPartialRRatio=1.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=50.00
+SoilVertFluctScaleCoh=0.25
+SoilNumberOfTestsCoh=1
+SoilVarianceRatioCoh=0.75
+SoilHorFluctScalePhi=50.00
+SoilVertFluctScalePhi=0.25
+SoilNumberOfTestsPhi=1
+SoilVarianceRatioPhi=0.75
+SoilRRatio=1.0000000
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[SOIL]
+LMC (M) 8-8 (1)
+SoilColor=13827451
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=16.00
+SoilGamWet=16.00
+SoilRestSlope=0
+SoilCohesion=0.00
+SoilPhi=15.70
+SoilDilatancy=15.70
+SoilCuTop=19.30
+SoilCuBottom=19.30
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=4
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilStrengthIncreaseExponent=0.80
+SoilPOPTop=0.00
+SoilPOPBottom=0.00
+SoilAdditionalFactorLEM=1.00
+SoilPc=0.00E+00
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=1
+SoilStdCohesion=0.00
+SoilStdPhi=0.00
+SoilStdRatioCuPc=0.00
+SoilStdRatioCuPcPassive=0.00
+SoilStdRatioCuPcActive=0.00
+SoilStdCu=0.00
+SoilStdCuTop=0.00
+SoilStdCuGradient=0.00
+SoilStdPn=0.20
+SoilDistCohesion=3
+SoilDistPhi=3
+SoilDistStressTable=3
+SoilDistRatioCuPc=3
+SoilDistRatioCuPcPassive=3
+SoilDistRatioCuPcActive=3
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+SoilDistPn=3
+SoilCorrelationCPhi=0.00
+SoilRatioCuPcPassive=0.00
+SoilRatioCuPcActive=0.00
+SoilCuPassiveTop=0.00
+SoilCuPassiveBottom=0.00
+SoilCuActiveTop=0.00
+SoilCuActiveBottom=0.00
+SoilUniformRatioCuPc=1
+SoilUniformCu=1
+SoilDesignPartialCohesion=1.25
+SoilDesignStdCohesion=-1.65
+SoilDesignPartialPhi=1.10
+SoilDesignStdPhi=-1.65
+SoilDesignPartialStressTable=1.15
+SoilDesignStdStressTable=-1.65
+SoilDesignPartialRatioCuPc=1.15
+SoilDesignStdRatioCuPc=-1.65
+SoilDesignPartialCu=1.15
+SoilDesignStdCu=-1.65
+SoilDesignPartialPOP=1.10
+SoilDesignStdPOP=-1.65
+SoilDesignPartialRRatio=1.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=50.00
+SoilVertFluctScaleCoh=0.25
+SoilNumberOfTestsCoh=1
+SoilVarianceRatioCoh=0.75
+SoilHorFluctScalePhi=50.00
+SoilVertFluctScalePhi=0.25
+SoilNumberOfTestsPhi=1
+SoilVarianceRatioPhi=0.75
+SoilRRatio=1.0000000
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[SOIL]
+LMC (L) 8-8 (1)
+SoilColor=5866717
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=16.30
+SoilGamWet=16.30
+SoilRestSlope=0
+SoilCohesion=0.00
+SoilPhi=16.40
+SoilDilatancy=16.40
+SoilCuTop=27.22
+SoilCuBottom=39.09
+SoilCuGradient=0.86
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=4
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilStrengthIncreaseExponent=0.80
+SoilPOPTop=0.00
+SoilPOPBottom=0.00
+SoilAdditionalFactorLEM=1.00
+SoilPc=0.00E+00
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=1
+SoilStdCohesion=0.00
+SoilStdPhi=0.00
+SoilStdRatioCuPc=0.00
+SoilStdRatioCuPcPassive=0.00
+SoilStdRatioCuPcActive=0.00
+SoilStdCu=0.00
+SoilStdCuTop=0.00
+SoilStdCuGradient=0.00
+SoilStdPn=0.20
+SoilDistCohesion=3
+SoilDistPhi=3
+SoilDistStressTable=3
+SoilDistRatioCuPc=3
+SoilDistRatioCuPcPassive=3
+SoilDistRatioCuPcActive=3
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+SoilDistPn=3
+SoilCorrelationCPhi=0.00
+SoilRatioCuPcPassive=0.00
+SoilRatioCuPcActive=0.00
+SoilCuPassiveTop=0.00
+SoilCuPassiveBottom=0.00
+SoilCuActiveTop=0.00
+SoilCuActiveBottom=0.00
+SoilUniformRatioCuPc=1
+SoilUniformCu=1
+SoilDesignPartialCohesion=1.25
+SoilDesignStdCohesion=-1.65
+SoilDesignPartialPhi=1.10
+SoilDesignStdPhi=-1.65
+SoilDesignPartialStressTable=1.15
+SoilDesignStdStressTable=-1.65
+SoilDesignPartialRatioCuPc=1.15
+SoilDesignStdRatioCuPc=-1.65
+SoilDesignPartialCu=1.15
+SoilDesignStdCu=-1.65
+SoilDesignPartialPOP=1.10
+SoilDesignStdPOP=-1.65
+SoilDesignPartialRRatio=1.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=50.00
+SoilVertFluctScaleCoh=0.25
+SoilNumberOfTestsCoh=1
+SoilVarianceRatioCoh=0.75
+SoilHorFluctScalePhi=50.00
+SoilVertFluctScalePhi=0.25
+SoilNumberOfTestsPhi=1
+SoilVarianceRatioPhi=0.75
+SoilRRatio=1.0000000
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[SOIL]
+Residual Soil 8-8 (1)
+SoilColor=9544960
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=19.00
+SoilGamWet=19.00
+SoilRestSlope=0
+SoilCohesion=0.00
+SoilPhi=20.90
+SoilDilatancy=20.90
+SoilCuTop=99.30
+SoilCuBottom=147.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=4
+SoilProbInputValues=0
+SoilRatioCuPc=79.08
+SoilStrengthIncreaseExponent=0.80
+SoilPOPTop=0.00
+SoilPOPBottom=0.00
+SoilAdditionalFactorLEM=1.00
+SoilPc=0.00E+00
+SoilPOP=1.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=1
+SoilStdCohesion=0.00
+SoilStdPhi=0.00
+SoilStdRatioCuPc=0.00
+SoilStdRatioCuPcPassive=0.00
+SoilStdRatioCuPcActive=0.00
+SoilStdCu=0.00
+SoilStdCuTop=0.00
+SoilStdCuGradient=0.00
+SoilStdPn=0.20
+SoilDistCohesion=3
+SoilDistPhi=3
+SoilDistStressTable=3
+SoilDistRatioCuPc=3
+SoilDistRatioCuPcPassive=3
+SoilDistRatioCuPcActive=3
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+SoilDistPn=3
+SoilCorrelationCPhi=0.00
+SoilRatioCuPcPassive=0.00
+SoilRatioCuPcActive=0.00
+SoilCuPassiveTop=0.00
+SoilCuPassiveBottom=0.00
+SoilCuActiveTop=0.00
+SoilCuActiveBottom=0.00
+SoilUniformRatioCuPc=1
+SoilUniformCu=1
+SoilDesignPartialCohesion=1.25
+SoilDesignStdCohesion=-1.65
+SoilDesignPartialPhi=1.10
+SoilDesignStdPhi=-1.65
+SoilDesignPartialStressTable=1.15
+SoilDesignStdStressTable=-1.65
+SoilDesignPartialRatioCuPc=1.15
+SoilDesignStdRatioCuPc=-1.65
+SoilDesignPartialCu=1.15
+SoilDesignStdCu=-1.65
+SoilDesignPartialPOP=1.10
+SoilDesignStdPOP=-1.65
+SoilDesignPartialRRatio=1.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=50.00
+SoilVertFluctScaleCoh=0.25
+SoilNumberOfTestsCoh=1
+SoilVarianceRatioCoh=0.75
+SoilHorFluctScalePhi=50.00
+SoilVertFluctScalePhi=0.25
+SoilNumberOfTestsPhi=1
+SoilVarianceRatioPhi=0.75
+SoilRRatio=1.0000000
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[SOIL]
+Sand Key 8-8 (1)
+SoilColor=6270895
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=19.85
+SoilGamWet=19.85
+SoilRestSlope=0
+SoilCohesion=0.00
+SoilPhi=23.07
+SoilDilatancy=23.07
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=1
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilStrengthIncreaseExponent=0.80
+SoilPOPTop=0.00
+SoilPOPBottom=0.00
+SoilAdditionalFactorLEM=1.00
+SoilPc=0.00E+00
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=1
+SoilStdCohesion=0.00
+SoilStdPhi=0.00
+SoilStdRatioCuPc=0.00
+SoilStdRatioCuPcPassive=0.00
+SoilStdRatioCuPcActive=0.00
+SoilStdCu=0.00
+SoilStdCuTop=0.00
+SoilStdCuGradient=0.00
+SoilStdPn=0.20
+SoilDistCohesion=3
+SoilDistPhi=3
+SoilDistStressTable=3
+SoilDistRatioCuPc=3
+SoilDistRatioCuPcPassive=3
+SoilDistRatioCuPcActive=3
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+SoilDistPn=3
+SoilCorrelationCPhi=0.00
+SoilRatioCuPcPassive=0.00
+SoilRatioCuPcActive=0.00
+SoilCuPassiveTop=0.00
+SoilCuPassiveBottom=0.00
+SoilCuActiveTop=0.00
+SoilCuActiveBottom=0.00
+SoilUniformRatioCuPc=1
+SoilUniformCu=1
+SoilDesignPartialCohesion=1.25
+SoilDesignStdCohesion=-1.65
+SoilDesignPartialPhi=1.10
+SoilDesignStdPhi=-1.65
+SoilDesignPartialStressTable=1.15
+SoilDesignStdStressTable=-1.65
+SoilDesignPartialRatioCuPc=1.15
+SoilDesignStdRatioCuPc=-1.65
+SoilDesignPartialCu=1.15
+SoilDesignStdCu=-1.65
+SoilDesignPartialPOP=1.10
+SoilDesignStdPOP=-1.65
+SoilDesignPartialRRatio=1.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=50.00
+SoilVertFluctScaleCoh=0.25
+SoilNumberOfTestsCoh=1
+SoilVarianceRatioCoh=0.75
+SoilHorFluctScalePhi=50.00
+SoilVertFluctScalePhi=0.25
+SoilNumberOfTestsPhi=1
+SoilVarianceRatioPhi=0.75
+SoilRRatio=1.0000000
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[SOIL]
+Sand AW 8-8 (1)
+SoilColor=7648893
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=17.64
+SoilGamWet=17.64
+SoilRestSlope=0
+SoilCohesion=0.00
+SoilPhi=23.07
+SoilDilatancy=23.07
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=1
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilStrengthIncreaseExponent=0.80
+SoilPOPTop=0.00
+SoilPOPBottom=0.00
+SoilAdditionalFactorLEM=1.00
+SoilPc=0.00E+00
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=1
+SoilStdCohesion=0.00
+SoilStdPhi=0.00
+SoilStdRatioCuPc=0.00
+SoilStdRatioCuPcPassive=0.00
+SoilStdRatioCuPcActive=0.00
+SoilStdCu=0.00
+SoilStdCuTop=0.00
+SoilStdCuGradient=0.00
+SoilStdPn=0.20
+SoilDistCohesion=3
+SoilDistPhi=3
+SoilDistStressTable=3
+SoilDistRatioCuPc=3
+SoilDistRatioCuPcPassive=3
+SoilDistRatioCuPcActive=3
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+SoilDistPn=3
+SoilCorrelationCPhi=0.00
+SoilRatioCuPcPassive=0.00
+SoilRatioCuPcActive=0.00
+SoilCuPassiveTop=0.00
+SoilCuPassiveBottom=0.00
+SoilCuActiveTop=0.00
+SoilCuActiveBottom=0.00
+SoilUniformRatioCuPc=1
+SoilUniformCu=1
+SoilDesignPartialCohesion=1.25
+SoilDesignStdCohesion=-1.65
+SoilDesignPartialPhi=1.10
+SoilDesignStdPhi=-1.65
+SoilDesignPartialStressTable=1.15
+SoilDesignStdStressTable=-1.65
+SoilDesignPartialRatioCuPc=1.15
+SoilDesignStdRatioCuPc=-1.65
+SoilDesignPartialCu=1.15
+SoilDesignStdCu=-1.65
+SoilDesignPartialPOP=1.10
+SoilDesignStdPOP=-1.65
+SoilDesignPartialRRatio=1.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=50.00
+SoilVertFluctScaleCoh=0.25
+SoilNumberOfTestsCoh=1
+SoilVarianceRatioCoh=0.75
+SoilHorFluctScalePhi=50.00
+SoilVertFluctScalePhi=0.25
+SoilNumberOfTestsPhi=1
+SoilVarianceRatioPhi=0.75
+SoilRRatio=1.0000000
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[SOIL]
+Sand BW 8-8 (1)
+SoilColor=11316396
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=19.85
+SoilGamWet=19.85
+SoilRestSlope=0
+SoilCohesion=0.00
+SoilPhi=23.07
+SoilDilatancy=23.07
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=1
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilStrengthIncreaseExponent=0.80
+SoilPOPTop=0.00
+SoilPOPBottom=0.00
+SoilAdditionalFactorLEM=1.00
+SoilPc=0.00E+00
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=1
+SoilStdCohesion=0.00
+SoilStdPhi=0.00
+SoilStdRatioCuPc=0.00
+SoilStdRatioCuPcPassive=0.00
+SoilStdRatioCuPcActive=0.00
+SoilStdCu=0.00
+SoilStdCuTop=0.00
+SoilStdCuGradient=0.00
+SoilStdPn=0.20
+SoilDistCohesion=3
+SoilDistPhi=3
+SoilDistStressTable=3
+SoilDistRatioCuPc=3
+SoilDistRatioCuPcPassive=3
+SoilDistRatioCuPcActive=3
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+SoilDistPn=3
+SoilCorrelationCPhi=0.00
+SoilRatioCuPcPassive=0.00
+SoilRatioCuPcActive=0.00
+SoilCuPassiveTop=0.00
+SoilCuPassiveBottom=0.00
+SoilCuActiveTop=0.00
+SoilCuActiveBottom=0.00
+SoilUniformRatioCuPc=1
+SoilUniformCu=1
+SoilDesignPartialCohesion=1.25
+SoilDesignStdCohesion=-1.65
+SoilDesignPartialPhi=1.10
+SoilDesignStdPhi=-1.65
+SoilDesignPartialStressTable=1.15
+SoilDesignStdStressTable=-1.65
+SoilDesignPartialRatioCuPc=1.15
+SoilDesignStdRatioCuPc=-1.65
+SoilDesignPartialCu=1.15
+SoilDesignStdCu=-1.65
+SoilDesignPartialPOP=1.10
+SoilDesignStdPOP=-1.65
+SoilDesignPartialRRatio=1.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=50.00
+SoilVertFluctScaleCoh=0.25
+SoilNumberOfTestsCoh=1
+SoilVarianceRatioCoh=0.75
+SoilHorFluctScalePhi=50.00
+SoilVertFluctScalePhi=0.25
+SoilNumberOfTestsPhi=1
+SoilVarianceRatioPhi=0.75
+SoilRRatio=1.0000000
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[SOIL]
+Revetment AW 8-8
+SoilColor=9764853
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=17.64
+SoilGamWet=17.64
+SoilRestSlope=0
+SoilCohesion=0.00
+SoilPhi=25.00
+SoilDilatancy=25.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=1
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilStrengthIncreaseExponent=0.80
+SoilPOPTop=0.00
+SoilPOPBottom=0.00
+SoilAdditionalFactorLEM=1.00
+SoilPc=0.00E+00
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=1
+SoilStdCohesion=0.00
+SoilStdPhi=0.00
+SoilStdRatioCuPc=0.00
+SoilStdRatioCuPcPassive=0.00
+SoilStdRatioCuPcActive=0.00
+SoilStdCu=0.00
+SoilStdCuTop=0.00
+SoilStdCuGradient=0.00
+SoilStdPn=0.20
+SoilDistCohesion=3
+SoilDistPhi=3
+SoilDistStressTable=3
+SoilDistRatioCuPc=3
+SoilDistRatioCuPcPassive=3
+SoilDistRatioCuPcActive=3
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+SoilDistPn=3
+SoilCorrelationCPhi=0.00
+SoilRatioCuPcPassive=0.00
+SoilRatioCuPcActive=0.00
+SoilCuPassiveTop=0.00
+SoilCuPassiveBottom=0.00
+SoilCuActiveTop=0.00
+SoilCuActiveBottom=0.00
+SoilUniformRatioCuPc=1
+SoilUniformCu=1
+SoilDesignPartialCohesion=1.25
+SoilDesignStdCohesion=-1.65
+SoilDesignPartialPhi=1.10
+SoilDesignStdPhi=-1.65
+SoilDesignPartialStressTable=1.15
+SoilDesignStdStressTable=-1.65
+SoilDesignPartialRatioCuPc=1.15
+SoilDesignStdRatioCuPc=-1.65
+SoilDesignPartialCu=1.15
+SoilDesignStdCu=-1.65
+SoilDesignPartialPOP=1.10
+SoilDesignStdPOP=-1.65
+SoilDesignPartialRRatio=1.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=50.00
+SoilVertFluctScaleCoh=0.25
+SoilNumberOfTestsCoh=1
+SoilVarianceRatioCoh=0.75
+SoilHorFluctScalePhi=50.00
+SoilVertFluctScalePhi=0.25
+SoilNumberOfTestsPhi=1
+SoilVarianceRatioPhi=0.75
+SoilRRatio=1.0000000
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[SOIL]
+Revetment BW 8-8
+SoilColor=9946300
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=19.85
+SoilGamWet=19.85
+SoilRestSlope=0
+SoilCohesion=0.00
+SoilPhi=25.00
+SoilDilatancy=25.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=1
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilStrengthIncreaseExponent=0.80
+SoilPOPTop=0.00
+SoilPOPBottom=0.00
+SoilAdditionalFactorLEM=1.00
+SoilPc=0.00E+00
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=1
+SoilStdCohesion=0.00
+SoilStdPhi=0.00
+SoilStdRatioCuPc=0.00
+SoilStdRatioCuPcPassive=0.00
+SoilStdRatioCuPcActive=0.00
+SoilStdCu=0.00
+SoilStdCuTop=0.00
+SoilStdCuGradient=0.00
+SoilStdPn=0.20
+SoilDistCohesion=3
+SoilDistPhi=3
+SoilDistStressTable=3
+SoilDistRatioCuPc=3
+SoilDistRatioCuPcPassive=3
+SoilDistRatioCuPcActive=3
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+SoilDistPn=3
+SoilCorrelationCPhi=0.00
+SoilRatioCuPcPassive=0.00
+SoilRatioCuPcActive=0.00
+SoilCuPassiveTop=0.00
+SoilCuPassiveBottom=0.00
+SoilCuActiveTop=0.00
+SoilCuActiveBottom=0.00
+SoilUniformRatioCuPc=1
+SoilUniformCu=1
+SoilDesignPartialCohesion=1.25
+SoilDesignStdCohesion=-1.65
+SoilDesignPartialPhi=1.10
+SoilDesignStdPhi=-1.65
+SoilDesignPartialStressTable=1.15
+SoilDesignStdStressTable=-1.65
+SoilDesignPartialRatioCuPc=1.15
+SoilDesignStdRatioCuPc=-1.65
+SoilDesignPartialCu=1.15
+SoilDesignStdCu=-1.65
+SoilDesignPartialPOP=1.10
+SoilDesignStdPOP=-1.65
+SoilDesignPartialRRatio=1.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=50.00
+SoilVertFluctScaleCoh=0.25
+SoilNumberOfTestsCoh=1
+SoilVarianceRatioCoh=0.75
+SoilHorFluctScalePhi=50.00
+SoilVertFluctScalePhi=0.25
+SoilNumberOfTestsPhi=1
+SoilVarianceRatioPhi=0.75
+SoilRRatio=1.0000000
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[SOIL]
+Good Earth 8-8
+SoilColor=11316396
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=17.00
+SoilGamWet=17.00
+SoilRestSlope=0
+SoilCohesion=0.00
+SoilPhi=19.40
+SoilDilatancy=19.40
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=1
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilStrengthIncreaseExponent=0.80
+SoilPOPTop=0.00
+SoilPOPBottom=0.00
+SoilAdditionalFactorLEM=1.00
+SoilPc=0.00E+00
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=1
+SoilStdCohesion=0.00
+SoilStdPhi=0.00
+SoilStdRatioCuPc=0.00
+SoilStdRatioCuPcPassive=0.00
+SoilStdRatioCuPcActive=0.00
+SoilStdCu=0.00
+SoilStdCuTop=0.00
+SoilStdCuGradient=0.00
+SoilStdPn=0.20
+SoilDistCohesion=3
+SoilDistPhi=3
+SoilDistStressTable=3
+SoilDistRatioCuPc=3
+SoilDistRatioCuPcPassive=3
+SoilDistRatioCuPcActive=3
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+SoilDistPn=3
+SoilCorrelationCPhi=0.00
+SoilRatioCuPcPassive=0.00
+SoilRatioCuPcActive=0.00
+SoilCuPassiveTop=0.00
+SoilCuPassiveBottom=0.00
+SoilCuActiveTop=0.00
+SoilCuActiveBottom=0.00
+SoilUniformRatioCuPc=1
+SoilUniformCu=1
+SoilDesignPartialCohesion=1.25
+SoilDesignStdCohesion=-1.65
+SoilDesignPartialPhi=1.10
+SoilDesignStdPhi=-1.65
+SoilDesignPartialStressTable=1.15
+SoilDesignStdStressTable=-1.65
+SoilDesignPartialRatioCuPc=1.15
+SoilDesignStdRatioCuPc=-1.65
+SoilDesignPartialCu=1.15
+SoilDesignStdCu=-1.65
+SoilDesignPartialPOP=1.10
+SoilDesignStdPOP=-1.65
+SoilDesignPartialRRatio=1.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=50.00
+SoilVertFluctScaleCoh=0.25
+SoilNumberOfTestsCoh=1
+SoilVarianceRatioCoh=0.75
+SoilHorFluctScalePhi=50.00
+SoilVertFluctScalePhi=0.25
+SoilNumberOfTestsPhi=1
+SoilVarianceRatioPhi=0.75
+SoilRRatio=1.0000000
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[SOIL]
+Cement Bentoniet 8-8 (1)
+SoilColor=7187949
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=13.00
+SoilGamWet=13.00
+SoilRestSlope=0
+SoilCohesion=30.00
+SoilPhi=1.00
+SoilDilatancy=1.00
+SoilCuTop=2.83
+SoilCuBottom=9.31
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=1
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilStrengthIncreaseExponent=0.80
+SoilPOPTop=0.00
+SoilPOPBottom=0.00
+SoilAdditionalFactorLEM=1.00
+SoilPc=0.00E+00
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=1
+SoilStdCohesion=0.00
+SoilStdPhi=0.00
+SoilStdRatioCuPc=0.00
+SoilStdRatioCuPcPassive=0.00
+SoilStdRatioCuPcActive=0.00
+SoilStdCu=0.00
+SoilStdCuTop=0.00
+SoilStdCuGradient=0.00
+SoilStdPn=0.20
+SoilDistCohesion=3
+SoilDistPhi=3
+SoilDistStressTable=3
+SoilDistRatioCuPc=3
+SoilDistRatioCuPcPassive=3
+SoilDistRatioCuPcActive=3
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+SoilDistPn=3
+SoilCorrelationCPhi=0.00
+SoilRatioCuPcPassive=0.00
+SoilRatioCuPcActive=0.00
+SoilCuPassiveTop=0.00
+SoilCuPassiveBottom=0.00
+SoilCuActiveTop=0.00
+SoilCuActiveBottom=0.00
+SoilUniformRatioCuPc=1
+SoilUniformCu=1
+SoilDesignPartialCohesion=1.25
+SoilDesignStdCohesion=-1.65
+SoilDesignPartialPhi=1.10
+SoilDesignStdPhi=-1.65
+SoilDesignPartialStressTable=1.15
+SoilDesignStdStressTable=-1.65
+SoilDesignPartialRatioCuPc=1.15
+SoilDesignStdRatioCuPc=-1.65
+SoilDesignPartialCu=1.15
+SoilDesignStdCu=-1.65
+SoilDesignPartialPOP=1.10
+SoilDesignStdPOP=-1.65
+SoilDesignPartialRRatio=1.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=50.00
+SoilVertFluctScaleCoh=0.25
+SoilNumberOfTestsCoh=1
+SoilVarianceRatioCoh=0.75
+SoilHorFluctScalePhi=50.00
+SoilVertFluctScalePhi=0.25
+SoilNumberOfTestsPhi=1
+SoilVarianceRatioPhi=0.75
+SoilRRatio=1.0000000
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[SOIL]
+UMC (L) (d) 8-8
+SoilColor=9544960
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=15.25
+SoilGamWet=15.25
+SoilRestSlope=0
+SoilCohesion=0.00
+SoilPhi=15.00
+SoilDilatancy=15.00
+SoilCuTop=16.22
+SoilCuBottom=16.80
+SoilCuGradient=0.44
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=4
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilStrengthIncreaseExponent=0.80
+SoilPOPTop=0.00
+SoilPOPBottom=0.00
+SoilAdditionalFactorLEM=1.00
+SoilPc=0.00E+00
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=1
+SoilStdCohesion=0.00
+SoilStdPhi=0.00
+SoilStdRatioCuPc=0.00
+SoilStdRatioCuPcPassive=0.00
+SoilStdRatioCuPcActive=0.00
+SoilStdCu=0.00
+SoilStdCuTop=0.00
+SoilStdCuGradient=0.00
+SoilStdPn=0.20
+SoilDistCohesion=3
+SoilDistPhi=3
+SoilDistStressTable=3
+SoilDistRatioCuPc=3
+SoilDistRatioCuPcPassive=3
+SoilDistRatioCuPcActive=3
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+SoilDistPn=3
+SoilCorrelationCPhi=0.00
+SoilRatioCuPcPassive=0.00
+SoilRatioCuPcActive=0.00
+SoilCuPassiveTop=0.00
+SoilCuPassiveBottom=0.00
+SoilCuActiveTop=0.00
+SoilCuActiveBottom=0.00
+SoilUniformRatioCuPc=1
+SoilUniformCu=1
+SoilDesignPartialCohesion=1.25
+SoilDesignStdCohesion=-1.65
+SoilDesignPartialPhi=1.10
+SoilDesignStdPhi=-1.65
+SoilDesignPartialStressTable=1.15
+SoilDesignStdStressTable=-1.65
+SoilDesignPartialRatioCuPc=1.15
+SoilDesignStdRatioCuPc=-1.65
+SoilDesignPartialCu=1.15
+SoilDesignStdCu=-1.65
+SoilDesignPartialPOP=1.10
+SoilDesignStdPOP=-1.65
+SoilDesignPartialRRatio=1.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=50.00
+SoilVertFluctScaleCoh=0.25
+SoilNumberOfTestsCoh=1
+SoilVarianceRatioCoh=0.75
+SoilHorFluctScalePhi=50.00
+SoilVertFluctScalePhi=0.25
+SoilNumberOfTestsPhi=1
+SoilVarianceRatioPhi=0.75
+SoilRRatio=1.0000000
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[SOIL]
+LMC (M) Zone1 8-8
+SoilColor=9544960
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=16.00
+SoilGamWet=16.00
+SoilRestSlope=0
+SoilCohesion=0.00
+SoilPhi=15.70
+SoilDilatancy=15.70
+SoilCuTop=48.70
+SoilCuBottom=48.70
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=4
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilStrengthIncreaseExponent=0.80
+SoilPOPTop=0.00
+SoilPOPBottom=0.00
+SoilAdditionalFactorLEM=1.00
+SoilPc=0.00E+00
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=1
+SoilStdCohesion=0.00
+SoilStdPhi=0.00
+SoilStdRatioCuPc=0.00
+SoilStdRatioCuPcPassive=0.00
+SoilStdRatioCuPcActive=0.00
+SoilStdCu=0.00
+SoilStdCuTop=0.00
+SoilStdCuGradient=0.00
+SoilStdPn=0.20
+SoilDistCohesion=3
+SoilDistPhi=3
+SoilDistStressTable=3
+SoilDistRatioCuPc=3
+SoilDistRatioCuPcPassive=3
+SoilDistRatioCuPcActive=3
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+SoilDistPn=3
+SoilCorrelationCPhi=0.00
+SoilRatioCuPcPassive=0.00
+SoilRatioCuPcActive=0.00
+SoilCuPassiveTop=0.00
+SoilCuPassiveBottom=0.00
+SoilCuActiveTop=0.00
+SoilCuActiveBottom=0.00
+SoilUniformRatioCuPc=1
+SoilUniformCu=1
+SoilDesignPartialCohesion=1.25
+SoilDesignStdCohesion=-1.65
+SoilDesignPartialPhi=1.10
+SoilDesignStdPhi=-1.65
+SoilDesignPartialStressTable=1.15
+SoilDesignStdStressTable=-1.65
+SoilDesignPartialRatioCuPc=1.15
+SoilDesignStdRatioCuPc=-1.65
+SoilDesignPartialCu=1.15
+SoilDesignStdCu=-1.65
+SoilDesignPartialPOP=1.10
+SoilDesignStdPOP=-1.65
+SoilDesignPartialRRatio=1.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=50.00
+SoilVertFluctScaleCoh=0.25
+SoilNumberOfTestsCoh=1
+SoilVarianceRatioCoh=0.75
+SoilHorFluctScalePhi=50.00
+SoilVertFluctScalePhi=0.25
+SoilNumberOfTestsPhi=1
+SoilVarianceRatioPhi=0.75
+SoilRRatio=1.0000000
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[SOIL]
+UMC (L) Zone2 8-8
+SoilColor=6270895
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=15.25
+SoilGamWet=15.25
+SoilRestSlope=0
+SoilCohesion=0.00
+SoilPhi=15.00
+SoilDilatancy=15.00
+SoilCuTop=27.27
+SoilCuBottom=27.27
+SoilCuGradient=0.44
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=4
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilStrengthIncreaseExponent=0.80
+SoilPOPTop=0.00
+SoilPOPBottom=0.00
+SoilAdditionalFactorLEM=1.00
+SoilPc=0.00E+00
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=1
+SoilStdCohesion=0.00
+SoilStdPhi=0.00
+SoilStdRatioCuPc=0.00
+SoilStdRatioCuPcPassive=0.00
+SoilStdRatioCuPcActive=0.00
+SoilStdCu=0.00
+SoilStdCuTop=0.00
+SoilStdCuGradient=0.00
+SoilStdPn=0.20
+SoilDistCohesion=3
+SoilDistPhi=3
+SoilDistStressTable=3
+SoilDistRatioCuPc=3
+SoilDistRatioCuPcPassive=3
+SoilDistRatioCuPcActive=3
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+SoilDistPn=3
+SoilCorrelationCPhi=0.00
+SoilRatioCuPcPassive=0.00
+SoilRatioCuPcActive=0.00
+SoilCuPassiveTop=0.00
+SoilCuPassiveBottom=0.00
+SoilCuActiveTop=0.00
+SoilCuActiveBottom=0.00
+SoilUniformRatioCuPc=1
+SoilUniformCu=1
+SoilDesignPartialCohesion=1.25
+SoilDesignStdCohesion=-1.65
+SoilDesignPartialPhi=1.10
+SoilDesignStdPhi=-1.65
+SoilDesignPartialStressTable=1.15
+SoilDesignStdStressTable=-1.65
+SoilDesignPartialRatioCuPc=1.15
+SoilDesignStdRatioCuPc=-1.65
+SoilDesignPartialCu=1.15
+SoilDesignStdCu=-1.65
+SoilDesignPartialPOP=1.10
+SoilDesignStdPOP=-1.65
+SoilDesignPartialRRatio=1.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=50.00
+SoilVertFluctScaleCoh=0.25
+SoilNumberOfTestsCoh=1
+SoilVarianceRatioCoh=0.75
+SoilHorFluctScalePhi=50.00
+SoilVertFluctScalePhi=0.25
+SoilNumberOfTestsPhi=1
+SoilVarianceRatioPhi=0.75
+SoilRRatio=1.0000000
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[SOIL]
+LMC (L) Zone3 8-8
+SoilColor=7648893
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=16.30
+SoilGamWet=16.30
+SoilRestSlope=0
+SoilCohesion=0.00
+SoilPhi=16.40
+SoilDilatancy=16.40
+SoilCuTop=31.82
+SoilCuBottom=31.82
+SoilCuGradient=0.86
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=4
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilStrengthIncreaseExponent=0.80
+SoilPOPTop=0.00
+SoilPOPBottom=0.00
+SoilAdditionalFactorLEM=1.00
+SoilPc=0.00E+00
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=1
+SoilStdCohesion=0.00
+SoilStdPhi=0.00
+SoilStdRatioCuPc=0.00
+SoilStdRatioCuPcPassive=0.00
+SoilStdRatioCuPcActive=0.00
+SoilStdCu=0.00
+SoilStdCuTop=0.00
+SoilStdCuGradient=0.00
+SoilStdPn=0.20
+SoilDistCohesion=3
+SoilDistPhi=3
+SoilDistStressTable=3
+SoilDistRatioCuPc=3
+SoilDistRatioCuPcPassive=3
+SoilDistRatioCuPcActive=3
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+SoilDistPn=3
+SoilCorrelationCPhi=0.00
+SoilRatioCuPcPassive=0.00
+SoilRatioCuPcActive=0.00
+SoilCuPassiveTop=0.00
+SoilCuPassiveBottom=0.00
+SoilCuActiveTop=0.00
+SoilCuActiveBottom=0.00
+SoilUniformRatioCuPc=1
+SoilUniformCu=1
+SoilDesignPartialCohesion=1.25
+SoilDesignStdCohesion=-1.65
+SoilDesignPartialPhi=1.10
+SoilDesignStdPhi=-1.65
+SoilDesignPartialStressTable=1.15
+SoilDesignStdStressTable=-1.65
+SoilDesignPartialRatioCuPc=1.15
+SoilDesignStdRatioCuPc=-1.65
+SoilDesignPartialCu=1.15
+SoilDesignStdCu=-1.65
+SoilDesignPartialPOP=1.10
+SoilDesignStdPOP=-1.65
+SoilDesignPartialRRatio=1.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=50.00
+SoilVertFluctScaleCoh=0.25
+SoilNumberOfTestsCoh=1
+SoilVarianceRatioCoh=0.75
+SoilHorFluctScalePhi=50.00
+SoilVertFluctScalePhi=0.25
+SoilNumberOfTestsPhi=1
+SoilVarianceRatioPhi=0.75
+SoilRRatio=1.0000000
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[END OF SOIL COLLECTION]
+
+[GEOMETRY DATA]
+[ACCURACY]
+ 0.0010
+[END OF ACCURACY]
+
+[POINTS]
+ 72 - Number of geometry points -
+ 1 180.000 97.589 0.000
+ 2 180.000 77.102 0.000
+ 3 180.000 100.800 0.000
+ 4 180.000 75.100 0.000
+ 5 180.000 84.000 0.000
+ 6 -110.000 93.800 0.000
+ 7 -30.600 93.800 0.000
+ 8 103.970 96.800 0.000
+ 9 105.970 96.800 0.000
+ 10 108.070 97.500 0.000
+ 11 111.970 98.800 0.000
+ 12 180.000 98.800 0.000
+ 13 98.177 98.170 0.000
+ 14 100.638 97.588 0.000
+ 15 101.010 97.500 0.000
+ 16 75.750 103.400 0.000
+ 17 86.997 99.695 0.000
+ 18 93.847 98.396 0.000
+ 19 57.180 103.400 0.000
+ 20 57.180 103.900 0.000
+ 21 57.980 103.900 0.000
+ 22 57.980 103.400 0.000
+ 23 57.180 93.800 0.000
+ 24 -8.220 82.600 0.000
+ 25 10.400 73.290 0.000
+ 26 50.350 73.290 0.000
+ 27 57.180 76.724 0.000
+ 28 -110.000 82.600 0.000
+ 29 -110.000 68.800 0.000
+ 30 57.180 68.800 0.000
+ 31 57.980 93.800 0.000
+ 32 57.980 77.127 0.000
+ 33 57.980 68.800 0.000
+ 34 57.180 66.800 0.000
+ 35 57.980 66.800 0.000
+ 36 91.400 93.790 0.000
+ 37 180.000 93.800 0.000
+ 38 68.960 82.600 0.000
+ 39 71.780 84.000 0.000
+ 40 180.000 82.600 0.000
+ 41 180.000 68.800 0.000
+ 42 10.404 73.290 0.000
+ 43 10.404 68.800 0.000
+ 44 111.970 93.792 0.000
+ 45 111.970 82.600 0.000
+ 46 111.970 68.800 0.000
+ 47 13.920 93.800 0.000
+ 48 17.000 95.290 0.000
+ 49 21.110 95.260 0.000
+ 50 45.210 103.400 0.000
+ 51 53.120 106.000 0.000
+ 52 55.120 106.000 0.000
+ 53 68.120 106.000 0.000
+ 54 70.120 106.000 0.000
+ 55 87.300 100.330 0.000
+ 56 93.970 99.000 0.000
+ 57 97.970 98.800 0.000
+ 58 48.260 103.400 0.000
+ 59 53.120 104.900 0.000
+ 60 55.120 104.900 0.000
+ 61 19.600 93.800 0.000
+ 62 57.980 97.500 0.000
+ 63 180.000 97.500 0.000
+ 64 -110.000 50.000 0.000
+ 65 180.000 50.000 0.000
+ 66 -110.000 101.830 0.000
+ 67 57.228 101.830 0.000
+ 68 57.984 97.603 0.000
+ 69 180.000 97.600 0.000
+ 70 -110.000 101.820 0.000
+ 71 57.745 101.830 0.000
+ 72 180.000 101.830 0.000
+[END OF POINTS]
+
+[CURVES]
+ 80 - Number of curves -
+ 1 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 6 7
+ 2 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 8 9
+ 3 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 9 10
+ 4 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 10 11
+ 5 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 11 12
+ 6 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 13 14
+ 7 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 14 15
+ 8 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 15 8
+ 9 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 16 17
+ 10 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 17 18
+ 11 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 18 13
+ 12 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 19 20
+ 13 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 20 21
+ 14 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 21 22
+ 15 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 22 16
+ 16 - Curve number
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+ 23 19
+ 17 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 7 24
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+ 2 - number of points on curve, next line(s) are pointnumbers
+ 24 25
+ 19 - Curve number
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+ 25 42
+ 20 - Curve number
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+ 42 26
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+ 26 27
+ 22 - Curve number
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+ 23 - Curve number
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+ 24 - Curve number
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+ 29 43
+ 25 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 43 30
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+ 2 - number of points on curve, next line(s) are pointnumbers
+ 30 27
+ 27 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 32 31
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+ 2 - number of points on curve, next line(s) are pointnumbers
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+ 29 - Curve number
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+ 30 34
+ 30 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 34 35
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+ 35 33
+ 32 - Curve number
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+ 31 36
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+ 2 - number of points on curve, next line(s) are pointnumbers
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+ 44 37
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+ 32 38
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+ 38 39
+ 37 - Curve number
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+ 39 36
+ 38 - Curve number
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+ 38 45
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+ 45 40
+ 40 - Curve number
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+ 33 46
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+ 2 - number of points on curve, next line(s) are pointnumbers
+ 46 41
+ 42 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 43 42
+ 43 - Curve number
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+ 44 45
+ 44 - Curve number
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+ 45 46
+ 45 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
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+ 46 - Curve number
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+ 47 - Curve number
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+ 48 49
+ 48 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 49 50
+ 49 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 50 51
+ 50 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 51 52
+ 51 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 52 53
+ 52 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 53 54
+ 53 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 54 55
+ 54 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 55 56
+ 55 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 56 57
+ 56 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 57 8
+ 57 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 50 58
+ 58 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 58 59
+ 59 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 59 60
+ 60 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 60 52
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+ 2 - number of points on curve, next line(s) are pointnumbers
+ 47 61
+ 62 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 61 58
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+ 2 - number of points on curve, next line(s) are pointnumbers
+ 57 13
+ 64 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 53 16
+ 65 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 58 19
+ 66 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 61 23
+ 67 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 19 22
+ 68 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 23 31
+ 69 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 31 62
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+ 2 - number of points on curve, next line(s) are pointnumbers
+ 62 22
+ 71 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 27 32
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+ 2 - number of points on curve, next line(s) are pointnumbers
+ 30 33
+ 73 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 62 15
+ 74 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 10 63
+ 75 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 64 65
+ 76 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 66 67
+ 77 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 67 68
+ 78 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 68 69
+ 79 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 70 71
+ 80 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 71 72
+[END OF CURVES]
+
+[BOUNDARIES]
+ 26 - Number of boundaries -
+ 0 - Boundary number
+ 1 - number of curves on boundary, next line(s) are curvenumbers
+ 75
+ 1 - Boundary number
+ 7 - number of curves on boundary, next line(s) are curvenumbers
+ 24 25 29 30 31 40 41
+ 2 - Boundary number
+ 10 - number of curves on boundary, next line(s) are curvenumbers
+ 24 25 29 30 31 28 35 38 44 41
+ 3 - Boundary number
+ 9 - number of curves on boundary, next line(s) are curvenumbers
+ 24 25 29 30 31 28 35 38 39
+ 4 - Boundary number
+ 12 - number of curves on boundary, next line(s) are curvenumbers
+ 24 25 29 30 31 28 35 36 37 33
+ 43 39
+ 5 - Boundary number
+ 11 - number of curves on boundary, next line(s) are curvenumbers
+ 24 25 29 30 31 28 35 36 37 33
+ 34
+ 6 - Boundary number
+ 10 - number of curves on boundary, next line(s) are curvenumbers
+ 24 25 29 30 31 28 27 32 33 34
+ 7 - Boundary number
+ 13 - number of curves on boundary, next line(s) are curvenumbers
+ 24 25 29 30 31 28 27 69 73 8
+ 2 3 74
+ 8 - Boundary number
+ 14 - number of curves on boundary, next line(s) are curvenumbers
+ 24 25 29 30 31 28 27 69 73 8
+ 2 3 4 5
+ 9 - Boundary number
+ 20 - number of curves on boundary, next line(s) are curvenumbers
+ 24 25 29 30 31 28 27 69 70 15
+ 9 10 11 6 7 8 2 3 4 5
+ 10 - Boundary number
+ 18 - number of curves on boundary, next line(s) are curvenumbers
+ 24 25 72 28 27 69 70 15 9 10
+ 11 6 7 8 2 3 4 5
+ 11 - Boundary number
+ 18 - number of curves on boundary, next line(s) are curvenumbers
+ 24 25 26 71 27 69 70 15 9 10
+ 11 6 7 8 2 3 4 5
+ 12 - Boundary number
+ 18 - number of curves on boundary, next line(s) are curvenumbers
+ 24 25 26 22 68 69 70 15 9 10
+ 11 6 7 8 2 3 4 5
+ 13 - Boundary number
+ 17 - number of curves on boundary, next line(s) are curvenumbers
+ 24 25 26 22 16 67 15 9 10 11
+ 6 7 8 2 3 4 5
+ 14 - Boundary number
+ 19 - number of curves on boundary, next line(s) are curvenumbers
+ 24 25 26 22 16 12 13 14 15 9
+ 10 11 6 7 8 2 3 4 5
+ 15 - Boundary number
+ 19 - number of curves on boundary, next line(s) are curvenumbers
+ 24 25 26 22 16 12 13 14 15 9
+ 10 11 6 7 8 2 3 4 5
+ 16 - Boundary number
+ 20 - number of curves on boundary, next line(s) are curvenumbers
+ 24 42 20 21 22 16 12 13 14 15
+ 9 10 11 6 7 8 2 3 4 5
+ 17 - Boundary number
+ 21 - number of curves on boundary, next line(s) are curvenumbers
+ 23 18 19 20 21 22 16 12 13 14
+ 15 9 10 11 6 7 8 2 3 4
+ 5
+ 18 - Boundary number
+ 22 - number of curves on boundary, next line(s) are curvenumbers
+ 1 17 18 19 20 21 22 16 12 13
+ 14 15 9 10 11 6 7 8 2 3
+ 4 5
+ 19 - Boundary number
+ 19 - number of curves on boundary, next line(s) are curvenumbers
+ 1 45 61 66 16 12 13 14 15 9
+ 10 11 6 7 8 2 3 4 5
+ 20 - Boundary number
+ 19 - number of curves on boundary, next line(s) are curvenumbers
+ 1 45 61 62 65 12 13 14 15 9
+ 10 11 6 7 8 2 3 4 5
+ 21 - Boundary number
+ 19 - number of curves on boundary, next line(s) are curvenumbers
+ 1 45 61 62 58 59 60 51 64 9
+ 10 11 6 7 8 2 3 4 5
+ 22 - Boundary number
+ 20 - number of curves on boundary, next line(s) are curvenumbers
+ 1 45 61 62 58 59 60 51 52 53
+ 54 55 63 6 7 8 2 3 4 5
+ 23 - Boundary number
+ 17 - number of curves on boundary, next line(s) are curvenumbers
+ 1 45 61 62 58 59 60 51 52 53
+ 54 55 56 2 3 4 5
+ 24 - Boundary number
+ 19 - number of curves on boundary, next line(s) are curvenumbers
+ 1 45 46 47 48 57 58 59 60 51
+ 52 53 54 55 56 2 3 4 5
+ 25 - Boundary number
+ 17 - number of curves on boundary, next line(s) are curvenumbers
+ 1 45 46 47 48 49 50 51 52 53
+ 54 55 56 2 3 4 5
+[END OF BOUNDARIES]
+
+[USE PROBABILISTIC DEFAULTS BOUNDARIES]
+ 26 - Number of boundaries -
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES]
+
+[STDV BOUNDARIES]
+ 26 - Number of boundaries -
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+[END OF STDV BOUNDARIES]
+
+[DISTRIBUTION BOUNDARIES]
+ 26 - Number of boundaries -
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+[END OF DISTRIBUTION BOUNDARIES]
+
+[PIEZO LINES]
+ 2 - Number of piezometric level lines -
+ 1 - PlLine number
+ 3 - number of curves on PlLine, next line(s) are curvenumbers
+ 76 77 78
+ 2 - PlLine number
+ 2 - number of curves on PlLine, next line(s) are curvenumbers
+ 79 80
+[END OF PIEZO LINES]
+
+[PHREATIC LINE]
+ 1 - Number of the piezometric level line acting as phreatic line -
+[END OF PHREATIC LINE]
+
+[WORLD CO-ORDINATES]
+ 0.000 - X world 1 -
+ 0.000 - Y world 1 -
+ 0.000 - X world 2 -
+ 0.000 - Y world 2 -
+[END OF WORLD CO-ORDINATES]
+
+[LAYERS]
+ 25 - Number of layers -
+ 1 - Layer number, next line is material of layer
+ Residual Soil 8-8 (1)
+ 2 - Piezometric level line at top of layer
+ 2 - Piezometric level line at bottom of layer
+ 1 - Boundarynumber at top of layer
+ 0 - Boundarynumber at bottom of layer
+ 2 - Layer number, next line is material of layer
+ LMC (L) Zone3 8-8
+ 99 - Piezometric level line at top of layer
+ 99 - Piezometric level line at bottom of layer
+ 2 - Boundarynumber at top of layer
+ 1 - Boundarynumber at bottom of layer
+ 3 - Layer number, next line is material of layer
+ LMC (L) 8-8 (1)
+ 99 - Piezometric level line at top of layer
+ 99 - Piezometric level line at bottom of layer
+ 3 - Boundarynumber at top of layer
+ 2 - Boundarynumber at bottom of layer
+ 4 - Layer number, next line is material of layer
+ UMC (L) Zone2 8-8
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 4 - Boundarynumber at top of layer
+ 3 - Boundarynumber at bottom of layer
+ 5 - Layer number, next line is material of layer
+ UMC (L) 8-8
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 5 - Boundarynumber at top of layer
+ 4 - Boundarynumber at bottom of layer
+ 6 - Layer number, next line is material of layer
+ Sand Key 8-8 (1)
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 6 - Boundarynumber at top of layer
+ 5 - Boundarynumber at bottom of layer
+ 7 - Layer number, next line is material of layer
+ Sand BW 8-8 (1)
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 7 - Boundarynumber at top of layer
+ 6 - Boundarynumber at bottom of layer
+ 8 - Layer number, next line is material of layer
+ Sand AW 8-8 (1)
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 8 - Boundarynumber at top of layer
+ 7 - Boundarynumber at bottom of layer
+ 9 - Layer number, next line is material of layer
+ Sand AW 8-8 (1)
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 9 - Boundarynumber at top of layer
+ 8 - Boundarynumber at bottom of layer
+ 10 - Layer number, next line is material of layer
+ Cement Bentoniet 8-8 (1)
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 10 - Boundarynumber at top of layer
+ 9 - Boundarynumber at bottom of layer
+ 11 - Layer number, next line is material of layer
+ Cement Bentoniet 8-8 (1)
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 11 - Boundarynumber at top of layer
+ 10 - Boundarynumber at bottom of layer
+ 12 - Layer number, next line is material of layer
+ Cement Bentoniet 8-8 (1)
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 12 - Boundarynumber at top of layer
+ 11 - Boundarynumber at bottom of layer
+ 13 - Layer number, next line is material of layer
+ Cement Bentoniet 8-8 (1)
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 13 - Boundarynumber at top of layer
+ 12 - Boundarynumber at bottom of layer
+ 14 - Layer number, next line is material of layer
+ Cement Bentoniet 8-8 (1)
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 14 - Boundarynumber at top of layer
+ 13 - Boundarynumber at bottom of layer
+ 15 - Layer number, next line is material of layer
+ Revetment AW 8-8
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 15 - Boundarynumber at top of layer
+ 14 - Boundarynumber at bottom of layer
+ 16 - Layer number, next line is material of layer
+ LMC (M) Zone1 8-8
+ 99 - Piezometric level line at top of layer
+ 99 - Piezometric level line at bottom of layer
+ 16 - Boundarynumber at top of layer
+ 15 - Boundarynumber at bottom of layer
+ 17 - Layer number, next line is material of layer
+ LMC (M) 8-8 (1)
+ 99 - Piezometric level line at top of layer
+ 99 - Piezometric level line at bottom of layer
+ 17 - Boundarynumber at top of layer
+ 16 - Boundarynumber at bottom of layer
+ 18 - Layer number, next line is material of layer
+ UMC (M) 8-8 (1)
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 18 - Boundarynumber at top of layer
+ 17 - Boundarynumber at bottom of layer
+ 19 - Layer number, next line is material of layer
+ Sand Key 8-8 (1)
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 19 - Boundarynumber at top of layer
+ 18 - Boundarynumber at bottom of layer
+ 20 - Layer number, next line is material of layer
+ Sand BW 8-8 (1)
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 20 - Boundarynumber at top of layer
+ 19 - Boundarynumber at bottom of layer
+ 21 - Layer number, next line is material of layer
+ Sand AW 8-8 (1)
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 21 - Boundarynumber at top of layer
+ 20 - Boundarynumber at bottom of layer
+ 22 - Layer number, next line is material of layer
+ Revetment AW 8-8
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 22 - Boundarynumber at top of layer
+ 21 - Boundarynumber at bottom of layer
+ 23 - Layer number, next line is material of layer
+ Good Earth 8-8
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 23 - Boundarynumber at top of layer
+ 22 - Boundarynumber at bottom of layer
+ 24 - Layer number, next line is material of layer
+ Revetment BW 8-8
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 24 - Boundarynumber at top of layer
+ 23 - Boundarynumber at bottom of layer
+ 25 - Layer number, next line is material of layer
+ Revetment AW 8-8
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 25 - Boundarynumber at top of layer
+ 24 - Boundarynumber at bottom of layer
+[END OF LAYERS]
+
+[LAYERLOADS]
+ - Layers which are loads -
+
+[END OF LAYERLOADS]
+
+[END OF GEOMETRY DATA]
+[RUN IDENTIFICATION TITLES]
+
+
+
+[END OF RUN IDENTIFICATION TITLES]
+[MODEL]
+ 1 : Bishop
+ 4 : Cu measured
+ 0 : Probabilistic off
+ 1 : Mean
+ 0 : Geotextiles off
+ 0 : Nails off
+ 0 : Zone plot off
+ 0 : Local measurements
+[END OF MODEL]
+[MSEEPNET]
+ Use potential file
+ 0 : Do not use water net of MSeep file
+ 0 : Do not make negative pressures 0
+[END OF MSEEPNET]
+[UNIT WEIGHT WATER]
+ 10.25 : Unit weight water
+[END OF UNIT WEIGHT WATER]
+[DEGREE OF CONSOLIDATION]
+ 25 Number of layers
+ 25 100
+ 24 100 100
+ 23 100 100 100
+ 22 100 100 100 100
+ 21 100 100 100 100 100
+ 20 100 100 100 100 100 100
+ 19 100 100 100 100 100 100 100
+ 18 100 100 100 100 100 100 100 100
+ 17 100 100 100 100 100 100 100 100 100
+ 16 100 100 100 100 100 100 100 100 100 100
+ 15 100 100 100 100 100 100 100 100 100 100
+ 100
+ 14 100 100 100 100 100 100 100 100 100 100
+ 100 100
+ 13 100 100 100 100 100 100 100 100 100 100
+ 100 100 100
+ 12 100 100 100 100 100 100 100 100 100 100
+ 100 100 100 100
+ 11 100 100 100 100 100 100 100 100 100 100
+ 100 100 100 100 100
+ 10 100 100 100 100 100 100 100 100 100 100
+ 100 100 100 100 100 100
+ 9 100 100 100 100 100 100 100 100 100 100
+ 100 100 100 100 100 100 100
+ 8 100 100 100 100 100 100 100 100 100 100
+ 100 100 100 100 100 100 100 100
+ 7 100 100 100 100 100 100 100 100 100 100
+ 100 100 100 100 100 100 100 100 100
+ 6 100 100 100 100 100 100 100 100 100 100
+ 100 100 100 100 100 100 100 100 100 100
+ 5 100 100 100 100 100 100 100 100 100 100
+ 100 100 100 100 100 100 100 100 100 100
+ 100
+ 4 100 100 100 100 100 100 100 100 100 100
+ 100 100 100 100 100 100 100 100 100 100
+ 100 100
+ 3 100 100 100 100 100 100 100 100 100 100
+ 100 100 100 100 100 100 100 100 100 100
+ 100 100 100
+ 2 100 100 100 100 100 100 100 100 100 100
+ 100 100 100 100 100 100 100 100 100 100
+ 100 100 100 100
+ 1 100 100 100 100 100 100 100 100 100 100
+ 100 100 100 100 100 100 100 100 100 100
+ 100 100 100 100 100
+ 0 capillary water not included
+[END OF DEGREE OF CONSOLIDATION]
+[DEGREE TEMPORARY LOADS]
+ 100 100 100 100 100 100 100 100 100 100
+ 100 100 100 100 100 100 100 100 100 100
+ 100 100 100 100 100
+ 0 capillary water not included
+[END OF DEGREE TEMPORARY LOADS]
+[DEGREE EARTH QUAKE]
+ 100 100 100 100 100 100 100 100 100 100
+ 100 100 100 100 100 100 100 100 100 100
+ 100 100 100 100 100
+[END OF DEGREE EARTH QUAKE]
+[CIRCLES]
+ 78.117 98.637 12 X-direction
+ 104.676 121.429 12 Y-direction
+ 85.000 80.000 11 Tangent lines
+ 0.000 0.000 0 no fixed point used
+[END OF CIRCLES]
+[SPENCER SLIP DATA]
+ 12 Number of points
+ 53.549 106.000
+ 55.477 98.712
+ 58.940 94.026
+ 63.796 89.271
+ 68.923 86.081
+ 76.402 81.570
+ 87.343 79.542
+ 99.785 80.383
+ 109.668 84.247
+ 115.780 87.914
+ 120.465 93.415
+ 123.521 98.290
+[END OF SPENCER SLIP DATA]
+[SPENCER SLIP DATA 2]
+ 12 Number of points
+ 72.106 105.338
+ 72.667 103.862
+ 73.863 102.733
+ 75.238 101.154
+ 77.571 98.869
+ 80.202 97.104
+ 85.034 95.398
+ 89.508 95.252
+ 95.146 95.174
+ 99.707 95.360
+ 104.118 96.233
+ 106.417 98.290
+[END OF SPENCER SLIP DATA 2]
+[SPENCER SLIP INTERVAL]
+ 2 : Slip spencer interval
+[END OF SPENCER SLIP INTERVAL]
+[LINE LOADS]
+ 0 = number of items
+[END OF LINE LOADS]
+[UNIFORM LOADS]
+ 0 = number of items
+[END OF UNIFORM LOADS]
+[TREE ON SLOPE]
+0.00 = WindForce
+0.00 = XCoordinate
+0.00 = YCoordinate
+10.00 = width of root zone
+0.0 = AngleOfDistribution
+[END OF TREE ON SLOPE]
+[EARTH QUAKE]
+ 0.000 = horizontal acceleration
+ 0.000 = vertical acceleration
+ 0.000 = free water moment factor
+[END OF EARTH QUAKE]
+[SIGMA-TAU CURVES]
+ 0 = number of items
+[END OF SIGMA-TAU CURVES]
+[BOND STRESS DIAGRAMS]
+ 0 = number of items
+[END OF BOND STRESS DIAGRAMS]
+[MEASURED YIELD STRESSES]
+[YIELD STRESSES]
+ 0 = number of items
+[END OF YIELD STRESSES]
+[END OF MEASURED YIELD STRESSES]
+[MINIMAL REQUIRED CIRCLE DEPTH]
+ 0.00 [m]
+[END OF MINIMAL REQUIRED CIRCLE DEPTH]
+[SLIP CIRCLE SELECTION]
+IsMinXEntryUsed=0
+IsMaxXEntryUsed=0
+XEntryMin=0.00
+XEntryMax=0.00
+[END OF SLIP CIRCLE SELECTION]
+[START VALUE SAFETY FACTOR]
+ 1.000 [-]
+[END OF START VALUE SAFETY FACTOR]
+[REFERENCE LEVEL SU]
+ 16.000 Excavation gamma above freatic level
+ 18.000 Excavation gamma below freatic level
+ 18 number of points
+ -110.000 93.800 x y
+ -30.600 93.800 x y
+ 13.920 93.800 x y
+ 17.000 95.290 x y
+ 21.110 95.260 x y
+ 45.210 103.400 x y
+ 53.120 106.000 x y
+ 55.120 106.000 x y
+ 68.120 106.000 x y
+ 70.120 106.000 x y
+ 87.300 100.330 x y
+ 93.970 99.000 x y
+ 97.970 98.800 x y
+ 103.970 96.800 x y
+ 105.970 96.800 x y
+ 108.070 97.500 x y
+ 111.970 98.800 x y
+ 180.000 98.800 x y
+[END OF REFERENCE LEVEL SU]
+
+[LIFT SLIP DATA]
+ 0.000 0.000 1 X-direction Left
+ 0.000 0.000 1 Y-direction Left
+ 0.000 0.000 1 X-direction Right
+ 0.000 0.000 1 Y-direction Right
+ 0.000 0.000 1 Y-direction tangent lines
+ 0 Automatic grid calculation (1)
+[END OF LIFT SLIP DATA]
+[EXTERNAL WATER LEVELS]
+ 0 = No water data used
+ 0.00 = Design level
+ 0.30 = Decimate height
+ 1 norm = 1/10000
+ 1 = number of items
+Water data (1)
+ 1 = Phreatic line
+ 0.00 = Level
+ Piezo lines
+ 25 - Number of layers
+ 2 2 = Pl-top and pl-bottom
+ 99 99 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 99 99 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+[END OF EXTERNAL WATER LEVELS]
+[MODEL FACTOR]
+ 1.00 = Limit value stability factor
+ 0.08 = Standard deviation for limit value stability factor
+ 0.00 = Reference standard deviation for degree of consolidation
+ 100.00 = Length of the section
+ 0 = Use contribution of end section
+ 0.00 = Lateral stress ratio
+ 0.25 = Coefficient of variation contribution edge of section
+[END OF MODEL FACTOR]
+[CALCULATION OPTIONS]
+MoveCalculationGrid=1
+ProbCalculationType=2
+SearchMethod=0
+[END OF CALCULATION OPTIONS]
+[PROBABILISTIC DEFAULTS]
+CohesionVariationTotal=0.25
+CohesionDesignPartial=1.25
+CohesionDesignStdDev=-1.65
+CohesionDistribution=3
+PhiVariationTotal=0.15
+PhiDesignPartial=1.10
+PhiDesignStdDev=-1.65
+PhiDistribution=3
+StressTableVariationTotal=0.20
+StressTableDesignPartial=1.15
+StressTableDesignStdDev=-1.65
+StressTableDistribution=3
+RatioCuPcVariationTotal=0.25
+RatioCuPcDesignPartial=1.15
+RatioCuPcDesignStdDev=-1.65
+RatioCuPcDistribution=3
+CuVariationTotal=0.25
+CuDesignPartial=1.15
+CuDesignStdDev=-1.65
+CuDistribution=3
+POPVariationTotal=0.10
+POPDesignPartial=1.10
+POPDesignStdDev=-1.65
+POPDistribution=3
+CompressionRatioVariationTotal=0.25
+CompressionRatioDesignPartial=1.00
+CompressionRatioDesignStdDev=0.00
+CompressionRatioDistribution=3
+ConsolidationCoefTotalStdDev=20.00
+ConsolidationCoefDesignPartial=1.00
+ConsolidationCoefDesignStdDev=1.65
+ConsolidationCoefDistribution=2
+HydraulicPressureTotalStdDev=0.50
+HydraulicPressureDesignPartial=1.00
+HydraulicPressureDesignStdDev=1.65
+HydraulicPressureDistribution=3
+LimitValueBishopMean=1.00
+LimitValueBishopStdDev=0.08
+LimitValueBishopDistribution=3
+LimitValueVanMean=0.95
+LimitValueVanStdDev=0.08
+LimitValueVanDistribution=3
+[END OF PROBABILISTIC DEFAULTS]
+[NEWZONE PLOT DATA]
+ 0.00 = Diketable Height [m]
+ 3.00 = Width top rest profile [m]
+ 0.00 = X co-ordinate indicating start of zone [m]
+ 0.00 = Boundary of M.H.W influence at X [m]
+ 0.00 = Boundary of M.H.W influence at Y [m]
+ 1.19 = Required safety in zone 1a
+ 1.11 = Required safety in zone 1b
+ 1.00 = Required safety in zone 2a
+ 1.00 = Required safety in zone 2b
+ 0.00 = Left side minimum road [m]
+ 0.00 = Right side minimum road [m]
+ 0.90 = Required safety in zone 3a
+ 0.90 = Required safety in zone 3b
+ 1 Stability calculation at right side
+ 0.50 = Remolding reduction factor
+ 0.80 = Schematization reduction factor
+ 1 Overtopping condition less or equal 0.1 l/m/s
+[END OF NEWZONE PLOT DATA]
+[HORIZONTAL BALANCE]
+HorizontalBalanceXLeft=0.000
+HorizontalBalanceXRight=0.000
+HorizontalBalanceYTop=0.00
+HorizontalBalanceYBottom=0.00
+HorizontalBalanceNYInterval=1
+[END OF HORIZONTAL BALANCE]
+[REQUESTED CIRCLE SLICES]
+ 30 = number of slices
+[END OF REQUESTED CIRCLE SLICES]
+[REQUESTED LIFT SLICES]
+ 50 = number of slices
+[END OF REQUESTED LIFT SLICES]
+[REQUESTED SPENCER SLICES]
+ 50 = number of slices
+[END OF REQUESTED SPENCER SLICES]
+[SOIL RESISTANCE]
+SoilResistanceDowelAction=1
+SoilResistancePullOut=1
+[END OF SOIL RESISTANCE]
+[GENETIC ALGORITHM OPTIONS BISHOP]
+PopulationCount=30
+GenerationCount=30
+EliteCount=2
+MutationRate=0.200
+CrossOverScatterFraction=1.000
+CrossOverSinglePointFraction=0.000
+CrossOverDoublePointFraction=0.000
+MutationJumpFraction=1.000
+MutationCreepFraction=0.000
+MutationInverseFraction=0.000
+MutationCreepReduction=0.050
+[END OF GENETIC ALGORITHM OPTIONS BISHOP]
+[GENETIC ALGORITHM OPTIONS LIFTVAN]
+PopulationCount=40
+GenerationCount=40
+EliteCount=2
+MutationRate=0.250
+CrossOverScatterFraction=1.000
+CrossOverSinglePointFraction=0.000
+CrossOverDoublePointFraction=0.000
+MutationJumpFraction=1.000
+MutationCreepFraction=0.000
+MutationInverseFraction=0.000
+MutationCreepReduction=0.050
+[END OF GENETIC ALGORITHM OPTIONS LIFTVAN]
+[GENETIC ALGORITHM OPTIONS SPENCER]
+PopulationCount=50
+GenerationCount=50
+EliteCount=2
+MutationRate=0.300
+CrossOverScatterFraction=0.000
+CrossOverSinglePointFraction=0.700
+CrossOverDoublePointFraction=0.300
+MutationJumpFraction=0.000
+MutationCreepFraction=0.900
+MutationInverseFraction=0.100
+MutationCreepReduction=0.050
+[END OF GENETIC ALGORITHM OPTIONS SPENCER]
+[MODEL SPECIAL]
+IsAlternativeStrength=0
+IsAdditionalPorePressure=0
+[END OF MODEL SPECIAL]
+[NAIL TYPE DEFAULTS]
+NailTypeLengthNail=0.00
+NailTypeDiameterNail=0.00
+NailTypeDiameterGrout=0.00
+NailTypeYieldForceNail=0.00
+NailTypePlasticMomentNail=0.00
+NailTypeBendingStiffnessNail=0.00E+00
+NailTypeUseFacingOrBearingPlate=0
+[END OF NAIL TYPE DEFAULTS]
+[END OF INPUT FILE]
Index: IssueRelatedData/MWDAM-1295/Damlivefinalin/damlive/live.ParametersFile.xml
===================================================================
diff -u
--- IssueRelatedData/MWDAM-1295/Damlivefinalin/damlive/live.ParametersFile.xml (revision 0)
+++ IssueRelatedData/MWDAM-1295/Damlivefinalin/damlive/live.ParametersFile.xml (revision 2666)
@@ -0,0 +1,14 @@
+
+
+
+ 1
+ 0
+ 0
+ 0
+
+
+ Bishop
+ Grid
+ 0
+
+
\ No newline at end of file
Index: IssueRelatedData/MWDAM-1295/Leesmij.txt
===================================================================
diff -u
--- IssueRelatedData/MWDAM-1295/Leesmij.txt (revision 0)
+++ IssueRelatedData/MWDAM-1295/Leesmij.txt (revision 2666)
@@ -0,0 +1 @@
+Plaats DamLivecode in DAMlivemap, run runDamLiveIn.bat
\ No newline at end of file
Index: IssueRelatedData/MWDAM-1295/Damlivefinalin/damlive/PulauTekong.geometries2D.0/Section1_SingaporeCrossSection.err
===================================================================
diff -u
--- IssueRelatedData/MWDAM-1295/Damlivefinalin/damlive/PulauTekong.geometries2D.0/Section1_SingaporeCrossSection.err (revision 0)
+++ IssueRelatedData/MWDAM-1295/Damlivefinalin/damlive/PulauTekong.geometries2D.0/Section1_SingaporeCrossSection.err (revision 2666)
@@ -0,0 +1,9 @@
+ERROR FILE OF D-GEO STABILITY: GEOMETRY ERRORS
+FILE : D:\DamLive\workbin_12sep_Inward_vs2\csv files\Geometries\Section1_SingaporeCrossSection.err
+DATE : 9/12/2018
+TIME : 5:48:24 PM
+********************************************************************************
+
+Boundary 12 intersects boundary 11 at x = 15.00 which is not allowed
+********************************************************************************
+END OF GEOMETRY ERROR DATA
Index: IssueRelatedData/MWDAM-1295/Damlivefinalin/damlive/live.OutputTimeSeries.xml
===================================================================
diff -u
--- IssueRelatedData/MWDAM-1295/Damlivefinalin/damlive/live.OutputTimeSeries.xml (revision 0)
+++ IssueRelatedData/MWDAM-1295/Damlivefinalin/damlive/live.OutputTimeSeries.xml (revision 2666)
@@ -0,0 +1,79 @@
+
+
+ 0
+
+
+ instantaneous
+ CD CS1 X1
+ StabilityInsideFactor
+
+
+
+ -999
+ SD CS 1-1
+ m
+
+
+
+
+
+
+ instantaneous
+ CD CS2 X3
+ StabilityInsideFactor
+
+
+
+ -999
+ SD CS 1-1
+ m
+
+
+
+
+
+
+ instantaneous
+ SD CS1 3-3
+ StabilityInsideFactor
+
+
+
+ -999
+ SD CS 1-1
+ m
+
+
+
+
+
+
+ instantaneous
+ SD CS2 8-8
+ StabilityInsideFactor
+
+
+
+ -999
+ SD CS 1-1
+ m
+
+
+
+
+
+
+ instantaneous
+ SD CS3 9-9
+ StabilityInsideFactor
+
+
+
+ -999
+ SD CS 1-1
+ m
+
+
+
+
+
\ No newline at end of file
Index: IssueRelatedData/MWDAM-1295/Damlivefinalin/damlive/PulauTekong0.soilmaterials.mdb
===================================================================
diff -u
Binary files differ
Index: IssueRelatedData/MWDAM-1295/Damlivefinalin/damlive/PulauTekong.geometries2D.0/9_9_SingaporeCrossSection.sti
===================================================================
diff -u
--- IssueRelatedData/MWDAM-1295/Damlivefinalin/damlive/PulauTekong.geometries2D.0/9_9_SingaporeCrossSection.sti (revision 0)
+++ IssueRelatedData/MWDAM-1295/Damlivefinalin/damlive/PulauTekong.geometries2D.0/9_9_SingaporeCrossSection.sti (revision 2666)
@@ -0,0 +1,2000 @@
+Input file for D-Geo Stability : Stability of earth slopes.
+==============================================================================
+COMPANY : Stichting Deltares
+
+DATE : 2-5-2019
+TIME : 13:12:20
+FILENAME : C:\Users\zwan_ie\OneDrive - Stichting Deltares\Desktop\SD CS3 9-9_27_3.sti
+CREATED BY : D-Geo Stability version 18.1.1.3
+========================== BEGINNING OF DATA ==========================
+[VERSION]
+Soil=1003
+Geometry=1000
+StressCurve=1000
+BondStressDiagram=1000
+YieldStress=1001
+D-Geo Stability=1008
+[END OF VERSION]
+
+[SOIL COLLECTION]
+ 10 = number of items
+[SOIL]
+CB 9-9
+SoilColor=7187949
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=13.00
+SoilGamWet=13.00
+SoilRestSlope=0
+SoilCohesion=50.00
+SoilPhi=0.00
+SoilDilatancy=0.00
+SoilCuTop=2.83
+SoilCuBottom=9.31
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=1
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilStrengthIncreaseExponent=0.80
+SoilPOPTop=0.00
+SoilPOPBottom=0.00
+SoilAdditionalFactorLEM=1.00
+SoilPc=0.00E+00
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=1
+SoilStdCohesion=0.00
+SoilStdPhi=0.00
+SoilStdRatioCuPc=0.00
+SoilStdRatioCuPcPassive=0.00
+SoilStdRatioCuPcActive=0.00
+SoilStdCu=0.00
+SoilStdCuTop=0.00
+SoilStdCuGradient=0.00
+SoilStdPn=0.20
+SoilDistCohesion=3
+SoilDistPhi=3
+SoilDistStressTable=3
+SoilDistRatioCuPc=3
+SoilDistRatioCuPcPassive=3
+SoilDistRatioCuPcActive=3
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+SoilDistPn=3
+SoilCorrelationCPhi=0.00
+SoilRatioCuPcPassive=0.00
+SoilRatioCuPcActive=0.00
+SoilCuPassiveTop=0.00
+SoilCuPassiveBottom=0.00
+SoilCuActiveTop=0.00
+SoilCuActiveBottom=0.00
+SoilUniformRatioCuPc=1
+SoilUniformCu=1
+SoilDesignPartialCohesion=1.25
+SoilDesignStdCohesion=-1.65
+SoilDesignPartialPhi=1.10
+SoilDesignStdPhi=-1.65
+SoilDesignPartialStressTable=1.15
+SoilDesignStdStressTable=-1.65
+SoilDesignPartialRatioCuPc=1.15
+SoilDesignStdRatioCuPc=-1.65
+SoilDesignPartialCu=1.15
+SoilDesignStdCu=-1.65
+SoilDesignPartialPOP=1.10
+SoilDesignStdPOP=-1.65
+SoilDesignPartialRRatio=1.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=50.00
+SoilVertFluctScaleCoh=0.25
+SoilNumberOfTestsCoh=1
+SoilVarianceRatioCoh=0.75
+SoilHorFluctScalePhi=50.00
+SoilVertFluctScalePhi=0.25
+SoilNumberOfTestsPhi=1
+SoilVarianceRatioPhi=0.75
+SoilRRatio=1.0000000
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[SOIL]
+Revetment 9-9
+SoilColor=9276906
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=17.64
+SoilGamWet=17.64
+SoilRestSlope=0
+SoilCohesion=25.00
+SoilPhi=0.00
+SoilDilatancy=0.00
+SoilCuTop=2.80
+SoilCuBottom=14.70
+SoilCuGradient=0.44
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=1
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilStrengthIncreaseExponent=0.80
+SoilPOPTop=0.00
+SoilPOPBottom=0.00
+SoilAdditionalFactorLEM=1.00
+SoilPc=0.00E+00
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=1
+SoilStdCohesion=0.00
+SoilStdPhi=0.00
+SoilStdRatioCuPc=0.00
+SoilStdRatioCuPcPassive=0.00
+SoilStdRatioCuPcActive=0.00
+SoilStdCu=0.00
+SoilStdCuTop=0.00
+SoilStdCuGradient=0.00
+SoilStdPn=0.20
+SoilDistCohesion=3
+SoilDistPhi=3
+SoilDistStressTable=3
+SoilDistRatioCuPc=3
+SoilDistRatioCuPcPassive=3
+SoilDistRatioCuPcActive=3
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+SoilDistPn=3
+SoilCorrelationCPhi=0.00
+SoilRatioCuPcPassive=0.00
+SoilRatioCuPcActive=0.00
+SoilCuPassiveTop=0.00
+SoilCuPassiveBottom=0.00
+SoilCuActiveTop=0.00
+SoilCuActiveBottom=0.00
+SoilUniformRatioCuPc=1
+SoilUniformCu=1
+SoilDesignPartialCohesion=1.25
+SoilDesignStdCohesion=-1.65
+SoilDesignPartialPhi=1.10
+SoilDesignStdPhi=-1.65
+SoilDesignPartialStressTable=1.15
+SoilDesignStdStressTable=-1.65
+SoilDesignPartialRatioCuPc=1.15
+SoilDesignStdRatioCuPc=-1.65
+SoilDesignPartialCu=1.15
+SoilDesignStdCu=-1.65
+SoilDesignPartialPOP=1.10
+SoilDesignStdPOP=-1.65
+SoilDesignPartialRRatio=1.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=50.00
+SoilVertFluctScaleCoh=0.25
+SoilNumberOfTestsCoh=1
+SoilVarianceRatioCoh=0.75
+SoilHorFluctScalePhi=50.00
+SoilVertFluctScalePhi=0.25
+SoilNumberOfTestsPhi=1
+SoilVarianceRatioPhi=0.75
+SoilRRatio=1.0000000
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[SOIL]
+RS(L) 9-9
+SoilColor=9211020
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=19.15
+SoilGamWet=19.15
+SoilRestSlope=0
+SoilCohesion=0.00
+SoilPhi=13.90
+SoilDilatancy=13.90
+SoilCuTop=68.45
+SoilCuBottom=126.64
+SoilCuGradient=0.44
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=4
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilStrengthIncreaseExponent=0.80
+SoilPOPTop=0.00
+SoilPOPBottom=0.00
+SoilAdditionalFactorLEM=1.00
+SoilPc=0.00E+00
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=1
+SoilStdCohesion=0.00
+SoilStdPhi=0.00
+SoilStdRatioCuPc=0.00
+SoilStdRatioCuPcPassive=0.00
+SoilStdRatioCuPcActive=0.00
+SoilStdCu=0.00
+SoilStdCuTop=0.00
+SoilStdCuGradient=0.00
+SoilStdPn=0.20
+SoilDistCohesion=3
+SoilDistPhi=3
+SoilDistStressTable=3
+SoilDistRatioCuPc=3
+SoilDistRatioCuPcPassive=3
+SoilDistRatioCuPcActive=3
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+SoilDistPn=3
+SoilCorrelationCPhi=0.00
+SoilRatioCuPcPassive=0.00
+SoilRatioCuPcActive=0.00
+SoilCuPassiveTop=0.00
+SoilCuPassiveBottom=0.00
+SoilCuActiveTop=0.00
+SoilCuActiveBottom=0.00
+SoilUniformRatioCuPc=1
+SoilUniformCu=1
+SoilDesignPartialCohesion=1.25
+SoilDesignStdCohesion=-1.65
+SoilDesignPartialPhi=1.10
+SoilDesignStdPhi=-1.65
+SoilDesignPartialStressTable=1.15
+SoilDesignStdStressTable=-1.65
+SoilDesignPartialRatioCuPc=1.15
+SoilDesignStdRatioCuPc=-1.65
+SoilDesignPartialCu=1.15
+SoilDesignStdCu=-1.65
+SoilDesignPartialPOP=1.10
+SoilDesignStdPOP=-1.65
+SoilDesignPartialRRatio=1.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=50.00
+SoilVertFluctScaleCoh=0.25
+SoilNumberOfTestsCoh=1
+SoilVarianceRatioCoh=0.75
+SoilHorFluctScalePhi=50.00
+SoilVertFluctScalePhi=0.25
+SoilNumberOfTestsPhi=1
+SoilVarianceRatioPhi=0.75
+SoilRRatio=1.0000000
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[SOIL]
+Sand 9-9
+SoilColor=11316396
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=17.64
+SoilGamWet=19.85
+SoilRestSlope=0
+SoilCohesion=0.00
+SoilPhi=24.07
+SoilDilatancy=24.07
+SoilCuTop=2.80
+SoilCuBottom=14.70
+SoilCuGradient=0.44
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=1
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilStrengthIncreaseExponent=0.80
+SoilPOPTop=0.00
+SoilPOPBottom=0.00
+SoilAdditionalFactorLEM=1.00
+SoilPc=0.00E+00
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=1
+SoilStdCohesion=0.00
+SoilStdPhi=0.00
+SoilStdRatioCuPc=0.00
+SoilStdRatioCuPcPassive=0.00
+SoilStdRatioCuPcActive=0.00
+SoilStdCu=0.00
+SoilStdCuTop=0.00
+SoilStdCuGradient=0.00
+SoilStdPn=0.20
+SoilDistCohesion=3
+SoilDistPhi=3
+SoilDistStressTable=3
+SoilDistRatioCuPc=3
+SoilDistRatioCuPcPassive=3
+SoilDistRatioCuPcActive=3
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+SoilDistPn=3
+SoilCorrelationCPhi=0.00
+SoilRatioCuPcPassive=0.00
+SoilRatioCuPcActive=0.00
+SoilCuPassiveTop=0.00
+SoilCuPassiveBottom=0.00
+SoilCuActiveTop=0.00
+SoilCuActiveBottom=0.00
+SoilUniformRatioCuPc=1
+SoilUniformCu=1
+SoilDesignPartialCohesion=1.25
+SoilDesignStdCohesion=-1.65
+SoilDesignPartialPhi=1.10
+SoilDesignStdPhi=-1.65
+SoilDesignPartialStressTable=1.15
+SoilDesignStdStressTable=-1.65
+SoilDesignPartialRatioCuPc=1.15
+SoilDesignStdRatioCuPc=-1.65
+SoilDesignPartialCu=1.15
+SoilDesignStdCu=-1.65
+SoilDesignPartialPOP=1.10
+SoilDesignStdPOP=-1.65
+SoilDesignPartialRRatio=1.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=50.00
+SoilVertFluctScaleCoh=0.25
+SoilNumberOfTestsCoh=1
+SoilVarianceRatioCoh=0.75
+SoilHorFluctScalePhi=50.00
+SoilVertFluctScalePhi=0.25
+SoilNumberOfTestsPhi=1
+SoilVarianceRatioPhi=0.75
+SoilRRatio=1.0000000
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[SOIL]
+Sandkey 9-9
+SoilColor=9946300
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=19.85
+SoilGamWet=19.85
+SoilRestSlope=0
+SoilCohesion=0.00
+SoilPhi=24.70
+SoilDilatancy=24.70
+SoilCuTop=2.80
+SoilCuBottom=14.70
+SoilCuGradient=0.44
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=1
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilStrengthIncreaseExponent=0.80
+SoilPOPTop=0.00
+SoilPOPBottom=0.00
+SoilAdditionalFactorLEM=1.00
+SoilPc=0.00E+00
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=1
+SoilStdCohesion=0.00
+SoilStdPhi=0.00
+SoilStdRatioCuPc=0.00
+SoilStdRatioCuPcPassive=0.00
+SoilStdRatioCuPcActive=0.00
+SoilStdCu=0.00
+SoilStdCuTop=0.00
+SoilStdCuGradient=0.00
+SoilStdPn=0.20
+SoilDistCohesion=3
+SoilDistPhi=3
+SoilDistStressTable=3
+SoilDistRatioCuPc=3
+SoilDistRatioCuPcPassive=3
+SoilDistRatioCuPcActive=3
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+SoilDistPn=3
+SoilCorrelationCPhi=0.00
+SoilRatioCuPcPassive=0.00
+SoilRatioCuPcActive=0.00
+SoilCuPassiveTop=0.00
+SoilCuPassiveBottom=0.00
+SoilCuActiveTop=0.00
+SoilCuActiveBottom=0.00
+SoilUniformRatioCuPc=1
+SoilUniformCu=1
+SoilDesignPartialCohesion=1.25
+SoilDesignStdCohesion=-1.65
+SoilDesignPartialPhi=1.10
+SoilDesignStdPhi=-1.65
+SoilDesignPartialStressTable=1.15
+SoilDesignStdStressTable=-1.65
+SoilDesignPartialRatioCuPc=1.15
+SoilDesignStdRatioCuPc=-1.65
+SoilDesignPartialCu=1.15
+SoilDesignStdCu=-1.65
+SoilDesignPartialPOP=1.10
+SoilDesignStdPOP=-1.65
+SoilDesignPartialRRatio=1.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=50.00
+SoilVertFluctScaleCoh=0.25
+SoilNumberOfTestsCoh=1
+SoilVarianceRatioCoh=0.75
+SoilHorFluctScalePhi=50.00
+SoilVertFluctScalePhi=0.25
+SoilNumberOfTestsPhi=1
+SoilVarianceRatioPhi=0.75
+SoilRRatio=1.0000000
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[SOIL]
+UMC(L) 9-9
+SoilColor=6923673
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=15.25
+SoilGamWet=15.25
+SoilRestSlope=0
+SoilCohesion=0.00
+SoilPhi=13.90
+SoilDilatancy=13.90
+SoilCuTop=9.41
+SoilCuBottom=15.54
+SoilCuGradient=0.44
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=4
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilStrengthIncreaseExponent=0.80
+SoilPOPTop=0.00
+SoilPOPBottom=0.00
+SoilAdditionalFactorLEM=1.00
+SoilPc=0.00E+00
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=1
+SoilStdCohesion=0.00
+SoilStdPhi=0.00
+SoilStdRatioCuPc=0.00
+SoilStdRatioCuPcPassive=0.00
+SoilStdRatioCuPcActive=0.00
+SoilStdCu=0.00
+SoilStdCuTop=0.00
+SoilStdCuGradient=0.00
+SoilStdPn=0.20
+SoilDistCohesion=3
+SoilDistPhi=3
+SoilDistStressTable=3
+SoilDistRatioCuPc=3
+SoilDistRatioCuPcPassive=3
+SoilDistRatioCuPcActive=3
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+SoilDistPn=3
+SoilCorrelationCPhi=0.00
+SoilRatioCuPcPassive=0.00
+SoilRatioCuPcActive=0.00
+SoilCuPassiveTop=0.00
+SoilCuPassiveBottom=0.00
+SoilCuActiveTop=0.00
+SoilCuActiveBottom=0.00
+SoilUniformRatioCuPc=1
+SoilUniformCu=1
+SoilDesignPartialCohesion=1.25
+SoilDesignStdCohesion=-1.65
+SoilDesignPartialPhi=1.10
+SoilDesignStdPhi=-1.65
+SoilDesignPartialStressTable=1.15
+SoilDesignStdStressTable=-1.65
+SoilDesignPartialRatioCuPc=1.15
+SoilDesignStdRatioCuPc=-1.65
+SoilDesignPartialCu=1.15
+SoilDesignStdCu=-1.65
+SoilDesignPartialPOP=1.10
+SoilDesignStdPOP=-1.65
+SoilDesignPartialRRatio=1.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=50.00
+SoilVertFluctScaleCoh=0.25
+SoilNumberOfTestsCoh=1
+SoilVarianceRatioCoh=0.75
+SoilHorFluctScalePhi=50.00
+SoilVertFluctScalePhi=0.25
+SoilNumberOfTestsPhi=1
+SoilVarianceRatioPhi=0.75
+SoilRRatio=1.0000000
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[SOIL]
+UMC(M)sk 9-9
+SoilColor=5866717
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=15.25
+SoilGamWet=15.25
+SoilRestSlope=0
+SoilCohesion=48.70
+SoilPhi=0.00
+SoilDilatancy=0.00
+SoilCuTop=2.80
+SoilCuBottom=14.70
+SoilCuGradient=0.44
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=1
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilStrengthIncreaseExponent=0.80
+SoilPOPTop=0.00
+SoilPOPBottom=0.00
+SoilAdditionalFactorLEM=1.00
+SoilPc=0.00E+00
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=1
+SoilStdCohesion=0.00
+SoilStdPhi=0.00
+SoilStdRatioCuPc=0.00
+SoilStdRatioCuPcPassive=0.00
+SoilStdRatioCuPcActive=0.00
+SoilStdCu=0.00
+SoilStdCuTop=0.00
+SoilStdCuGradient=0.00
+SoilStdPn=0.20
+SoilDistCohesion=3
+SoilDistPhi=3
+SoilDistStressTable=3
+SoilDistRatioCuPc=3
+SoilDistRatioCuPcPassive=3
+SoilDistRatioCuPcActive=3
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+SoilDistPn=3
+SoilCorrelationCPhi=0.00
+SoilRatioCuPcPassive=0.00
+SoilRatioCuPcActive=0.00
+SoilCuPassiveTop=0.00
+SoilCuPassiveBottom=0.00
+SoilCuActiveTop=0.00
+SoilCuActiveBottom=0.00
+SoilUniformRatioCuPc=1
+SoilUniformCu=1
+SoilDesignPartialCohesion=1.25
+SoilDesignStdCohesion=-1.65
+SoilDesignPartialPhi=1.10
+SoilDesignStdPhi=-1.65
+SoilDesignPartialStressTable=1.15
+SoilDesignStdStressTable=-1.65
+SoilDesignPartialRatioCuPc=1.15
+SoilDesignStdRatioCuPc=-1.65
+SoilDesignPartialCu=1.15
+SoilDesignStdCu=-1.65
+SoilDesignPartialPOP=1.10
+SoilDesignStdPOP=-1.65
+SoilDesignPartialRRatio=1.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=50.00
+SoilVertFluctScaleCoh=0.25
+SoilNumberOfTestsCoh=1
+SoilVarianceRatioCoh=0.75
+SoilHorFluctScalePhi=50.00
+SoilVertFluctScalePhi=0.25
+SoilNumberOfTestsPhi=1
+SoilVarianceRatioPhi=0.75
+SoilRRatio=1.0000000
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[SOIL]
+UMC(L)pvd 9-9
+SoilColor=7187949
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=15.25
+SoilGamWet=15.25
+SoilRestSlope=0
+SoilCohesion=0.00
+SoilPhi=13.90
+SoilDilatancy=13.90
+SoilCuTop=27.30
+SoilCuBottom=27.30
+SoilCuGradient=0.44
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=4
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilStrengthIncreaseExponent=0.80
+SoilPOPTop=0.00
+SoilPOPBottom=0.00
+SoilAdditionalFactorLEM=1.00
+SoilPc=0.00E+00
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=1
+SoilStdCohesion=0.00
+SoilStdPhi=0.00
+SoilStdRatioCuPc=0.00
+SoilStdRatioCuPcPassive=0.00
+SoilStdRatioCuPcActive=0.00
+SoilStdCu=0.00
+SoilStdCuTop=0.00
+SoilStdCuGradient=0.00
+SoilStdPn=0.20
+SoilDistCohesion=3
+SoilDistPhi=3
+SoilDistStressTable=3
+SoilDistRatioCuPc=3
+SoilDistRatioCuPcPassive=3
+SoilDistRatioCuPcActive=3
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+SoilDistPn=3
+SoilCorrelationCPhi=0.00
+SoilRatioCuPcPassive=0.00
+SoilRatioCuPcActive=0.00
+SoilCuPassiveTop=0.00
+SoilCuPassiveBottom=0.00
+SoilCuActiveTop=0.00
+SoilCuActiveBottom=0.00
+SoilUniformRatioCuPc=1
+SoilUniformCu=1
+SoilDesignPartialCohesion=1.25
+SoilDesignStdCohesion=-1.65
+SoilDesignPartialPhi=1.10
+SoilDesignStdPhi=-1.65
+SoilDesignPartialStressTable=1.15
+SoilDesignStdStressTable=-1.65
+SoilDesignPartialRatioCuPc=1.15
+SoilDesignStdRatioCuPc=-1.65
+SoilDesignPartialCu=1.15
+SoilDesignStdCu=-1.65
+SoilDesignPartialPOP=1.10
+SoilDesignStdPOP=-1.65
+SoilDesignPartialRRatio=1.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=50.00
+SoilVertFluctScaleCoh=0.25
+SoilNumberOfTestsCoh=1
+SoilVarianceRatioCoh=0.75
+SoilHorFluctScalePhi=50.00
+SoilVertFluctScalePhi=0.25
+SoilNumberOfTestsPhi=1
+SoilVarianceRatioPhi=0.75
+SoilRRatio=1.0000000
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[SOIL]
+UMC(M) 9-9_1
+SoilColor=13827451
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=15.10
+SoilGamWet=15.10
+SoilRestSlope=0
+SoilCohesion=0.00
+SoilPhi=13.90
+SoilDilatancy=13.90
+SoilCuTop=5.43
+SoilCuBottom=5.43
+SoilCuGradient=0.44
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=4
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilStrengthIncreaseExponent=0.80
+SoilPOPTop=0.00
+SoilPOPBottom=0.00
+SoilAdditionalFactorLEM=1.00
+SoilPc=0.00E+00
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=1
+SoilStdCohesion=0.00
+SoilStdPhi=0.00
+SoilStdRatioCuPc=0.00
+SoilStdRatioCuPcPassive=0.00
+SoilStdRatioCuPcActive=0.00
+SoilStdCu=0.00
+SoilStdCuTop=0.00
+SoilStdCuGradient=0.00
+SoilStdPn=0.20
+SoilDistCohesion=3
+SoilDistPhi=3
+SoilDistStressTable=3
+SoilDistRatioCuPc=3
+SoilDistRatioCuPcPassive=3
+SoilDistRatioCuPcActive=3
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+SoilDistPn=3
+SoilCorrelationCPhi=0.00
+SoilRatioCuPcPassive=0.00
+SoilRatioCuPcActive=0.00
+SoilCuPassiveTop=0.00
+SoilCuPassiveBottom=0.00
+SoilCuActiveTop=0.00
+SoilCuActiveBottom=0.00
+SoilUniformRatioCuPc=1
+SoilUniformCu=1
+SoilDesignPartialCohesion=1.25
+SoilDesignStdCohesion=-1.65
+SoilDesignPartialPhi=1.10
+SoilDesignStdPhi=-1.65
+SoilDesignPartialStressTable=1.15
+SoilDesignStdStressTable=-1.65
+SoilDesignPartialRatioCuPc=1.15
+SoilDesignStdRatioCuPc=-1.65
+SoilDesignPartialCu=1.15
+SoilDesignStdCu=-1.65
+SoilDesignPartialPOP=1.10
+SoilDesignStdPOP=-1.65
+SoilDesignPartialRRatio=1.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=50.00
+SoilVertFluctScaleCoh=0.25
+SoilNumberOfTestsCoh=1
+SoilVarianceRatioCoh=0.75
+SoilHorFluctScalePhi=50.00
+SoilVertFluctScalePhi=0.25
+SoilNumberOfTestsPhi=1
+SoilVarianceRatioPhi=0.75
+SoilRRatio=1.0000000
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[SOIL]
+UMC(M) 9-9_2
+SoilColor=6923673
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=15.10
+SoilGamWet=15.10
+SoilRestSlope=0
+SoilCohesion=0.00
+SoilPhi=13.90
+SoilDilatancy=13.90
+SoilCuTop=10.54
+SoilCuBottom=10.54
+SoilCuGradient=0.44
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=4
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilStrengthIncreaseExponent=0.80
+SoilPOPTop=0.00
+SoilPOPBottom=0.00
+SoilAdditionalFactorLEM=1.00
+SoilPc=0.00E+00
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=1
+SoilStdCohesion=0.00
+SoilStdPhi=0.00
+SoilStdRatioCuPc=0.00
+SoilStdRatioCuPcPassive=0.00
+SoilStdRatioCuPcActive=0.00
+SoilStdCu=0.00
+SoilStdCuTop=0.00
+SoilStdCuGradient=0.00
+SoilStdPn=0.20
+SoilDistCohesion=3
+SoilDistPhi=3
+SoilDistStressTable=3
+SoilDistRatioCuPc=3
+SoilDistRatioCuPcPassive=3
+SoilDistRatioCuPcActive=3
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+SoilDistPn=3
+SoilCorrelationCPhi=0.00
+SoilRatioCuPcPassive=0.00
+SoilRatioCuPcActive=0.00
+SoilCuPassiveTop=0.00
+SoilCuPassiveBottom=0.00
+SoilCuActiveTop=0.00
+SoilCuActiveBottom=0.00
+SoilUniformRatioCuPc=1
+SoilUniformCu=1
+SoilDesignPartialCohesion=1.25
+SoilDesignStdCohesion=-1.65
+SoilDesignPartialPhi=1.10
+SoilDesignStdPhi=-1.65
+SoilDesignPartialStressTable=1.15
+SoilDesignStdStressTable=-1.65
+SoilDesignPartialRatioCuPc=1.15
+SoilDesignStdRatioCuPc=-1.65
+SoilDesignPartialCu=1.15
+SoilDesignStdCu=-1.65
+SoilDesignPartialPOP=1.10
+SoilDesignStdPOP=-1.65
+SoilDesignPartialRRatio=1.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=50.00
+SoilVertFluctScaleCoh=0.25
+SoilNumberOfTestsCoh=1
+SoilVarianceRatioCoh=0.75
+SoilHorFluctScalePhi=50.00
+SoilVertFluctScalePhi=0.25
+SoilNumberOfTestsPhi=1
+SoilVarianceRatioPhi=0.75
+SoilRRatio=1.0000000
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[END OF SOIL COLLECTION]
+
+[GEOMETRY DATA]
+[ACCURACY]
+ 0.0010
+[END OF ACCURACY]
+
+[POINTS]
+ 67 - Number of geometry points -
+ 1 -110.000 93.800 0.000
+ 2 -41.700 90.500 0.000
+ 3 62.900 97.600 0.000
+ 4 70.200 97.600 0.000
+ 5 -110.000 94.000 0.000
+ 6 -48.900 94.000 0.000
+ 7 62.965 97.600 0.000
+ 8 65.500 96.300 0.000
+ 9 67.500 96.300 0.000
+ 10 70.165 97.600 0.000
+ 11 71.600 98.300 0.000
+ 12 120.000 98.300 0.000
+ 13 55.700 97.600 0.000
+ 14 36.800 103.900 0.000
+ 15 19.400 103.900 0.000
+ 16 19.400 104.500 0.000
+ 17 20.200 104.500 0.000
+ 18 20.200 103.900 0.000
+ 19 19.400 94.000 0.000
+ 20 -17.600 78.400 0.000
+ 21 11.300 78.400 0.000
+ 22 19.400 82.803 0.000
+ 23 -110.000 85.000 0.000
+ 24 -30.842 85.000 0.000
+ 25 -24.038 94.000 0.000
+ 26 -21.500 95.100 0.000
+ 27 -17.500 95.100 0.000
+ 28 9.061 103.900 0.000
+ 29 15.400 106.000 0.000
+ 30 16.500 106.000 0.000
+ 31 17.400 106.000 0.000
+ 32 30.500 106.000 0.000
+ 33 32.500 106.000 0.000
+ 34 55.500 98.300 0.000
+ 35 61.600 98.300 0.000
+ 36 12.382 103.900 0.000
+ 37 15.400 104.900 0.000
+ 38 17.400 104.900 0.000
+ 39 -17.500 94.000 0.000
+ 40 -110.000 76.300 0.000
+ 41 -17.600 76.300 0.000
+ 42 19.400 76.300 0.000
+ 43 -110.000 73.000 0.000
+ 44 19.400 73.000 0.000
+ 45 120.000 97.600 0.000
+ 46 63.800 95.000 0.000
+ 47 120.000 95.000 0.000
+ 48 20.200 94.000 0.000
+ 49 40.000 94.000 0.000
+ 50 20.200 83.238 0.000
+ 51 20.200 76.300 0.000
+ 52 20.200 73.000 0.000
+ 53 19.400 71.000 0.000
+ 54 20.200 71.000 0.000
+ 55 33.929 90.700 0.000
+ 56 76.400 90.700 0.000
+ 57 120.000 90.700 0.000
+ 58 76.400 76.300 0.000
+ 59 120.000 76.300 0.000
+ 60 120.000 73.000 0.000
+ 61 -110.000 50.000 0.000
+ 62 120.000 50.000 0.000
+ 63 -110.000 98.290 0.000
+ 64 19.400 98.290 0.000
+ 65 20.200 97.590 0.000
+ 66 120.000 97.590 0.000
+ 67 120.000 98.290 0.000
+[END OF POINTS]
+
+[CURVES]
+ 77 - Number of curves -
+ 1 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 5 6
+ 2 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 7 8
+ 3 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 8 9
+ 4 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 9 10
+ 5 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 10 11
+ 6 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 11 12
+ 7 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 13 7
+ 8 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 14 13
+ 9 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 15 16
+ 10 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 16 17
+ 11 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 17 18
+ 12 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 18 14
+ 13 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 19 15
+ 14 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 6 24
+ 15 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 24 20
+ 16 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 20 21
+ 17 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 21 22
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+ 2 - number of points on curve, next line(s) are pointnumbers
+ 22 19
+ 19 - Curve number
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+ 6 25
+ 21 - Curve number
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+ 25 26
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+ 2 - number of points on curve, next line(s) are pointnumbers
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+ 2 - number of points on curve, next line(s) are pointnumbers
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+ 25 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 29 30
+ 26 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 30 31
+ 27 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 31 32
+ 28 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 32 33
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+ 2 - number of points on curve, next line(s) are pointnumbers
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+ 30 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 34 35
+ 31 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 35 7
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+ 2 - number of points on curve, next line(s) are pointnumbers
+ 28 36
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+ 2 - number of points on curve, next line(s) are pointnumbers
+ 36 37
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+ 2 - number of points on curve, next line(s) are pointnumbers
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+ 35 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 38 31
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+ 2 - number of points on curve, next line(s) are pointnumbers
+ 25 39
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+ 2 - number of points on curve, next line(s) are pointnumbers
+ 39 36
+ 38 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 34 13
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+ 2 - number of points on curve, next line(s) are pointnumbers
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+ 2 - number of points on curve, next line(s) are pointnumbers
+ 36 15
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+ 2 - number of points on curve, next line(s) are pointnumbers
+ 39 19
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+ 2 - number of points on curve, next line(s) are pointnumbers
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+ 44 42
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+ 2 - number of points on curve, next line(s) are pointnumbers
+ 15 18
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+ 10 45
+ 50 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 13 46
+ 51 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 46 47
+ 52 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 18 48
+ 53 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 48 49
+ 54 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
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+ 19 48
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+ 2 - number of points on curve, next line(s) are pointnumbers
+ 22 50
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+ 42 51
+ 59 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 51 50
+ 60 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 44 52
+ 61 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 52 51
+ 62 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 44 53
+ 63 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 53 54
+ 64 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 54 52
+ 65 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 50 55
+ 66 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 55 49
+ 67 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 55 56
+ 68 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 56 57
+ 69 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 56 58
+ 70 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 58 59
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+ 2 - number of points on curve, next line(s) are pointnumbers
+ 51 58
+ 72 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 52 60
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+ 2 - number of points on curve, next line(s) are pointnumbers
+ 63 64
+ 74 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 64 65
+ 75 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 65 66
+ 76 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 63 67
+ 77 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 61 62
+[END OF CURVES]
+
+[BOUNDARIES]
+ 27 - Number of boundaries -
+ 0 - Boundary number
+ 1 - number of curves on boundary, next line(s) are curvenumbers
+ 77
+ 1 - Boundary number
+ 5 - number of curves on boundary, next line(s) are curvenumbers
+ 46 62 63 64 72
+ 2 - Boundary number
+ 7 - number of curves on boundary, next line(s) are curvenumbers
+ 46 62 63 64 61 71 70
+ 3 - Boundary number
+ 10 - number of curves on boundary, next line(s) are curvenumbers
+ 46 62 63 64 61 59 65 67 69 70
+ 4 - Boundary number
+ 9 - number of curves on boundary, next line(s) are curvenumbers
+ 46 62 63 64 61 59 65 67 68
+ 5 - Boundary number
+ 10 - number of curves on boundary, next line(s) are curvenumbers
+ 46 62 63 64 61 59 65 66 54 51
+ 6 - Boundary number
+ 10 - number of curves on boundary, next line(s) are curvenumbers
+ 46 62 63 64 61 59 57 53 54 51
+ 7 - Boundary number
+ 8 - number of curves on boundary, next line(s) are curvenumbers
+ 46 60 61 59 57 53 54 51
+ 8 - Boundary number
+ 8 - number of curves on boundary, next line(s) are curvenumbers
+ 46 47 58 59 57 53 54 51
+ 9 - Boundary number
+ 8 - number of curves on boundary, next line(s) are curvenumbers
+ 46 47 45 56 57 53 54 51
+ 10 - Boundary number
+ 8 - number of curves on boundary, next line(s) are curvenumbers
+ 46 47 45 18 55 53 54 51
+ 11 - Boundary number
+ 10 - number of curves on boundary, next line(s) are curvenumbers
+ 46 47 45 18 13 48 52 53 54 51
+ 12 - Boundary number
+ 10 - number of curves on boundary, next line(s) are curvenumbers
+ 46 47 45 18 13 48 12 8 50 51
+ 13 - Boundary number
+ 13 - number of curves on boundary, next line(s) are curvenumbers
+ 46 47 45 18 13 48 12 8 7 2
+ 3 4 49
+ 14 - Boundary number
+ 14 - number of curves on boundary, next line(s) are curvenumbers
+ 46 47 45 18 13 48 12 8 7 2
+ 3 4 5 6
+ 15 - Boundary number
+ 16 - number of curves on boundary, next line(s) are curvenumbers
+ 46 47 45 18 13 9 10 11 12 8
+ 7 2 3 4 5 6
+ 16 - Boundary number
+ 16 - number of curves on boundary, next line(s) are curvenumbers
+ 42 44 45 18 13 9 10 11 12 8
+ 7 2 3 4 5 6
+ 17 - Boundary number
+ 17 - number of curves on boundary, next line(s) are curvenumbers
+ 42 43 16 17 18 13 9 10 11 12
+ 8 7 2 3 4 5 6
+ 18 - Boundary number
+ 17 - number of curves on boundary, next line(s) are curvenumbers
+ 19 15 16 17 18 13 9 10 11 12
+ 8 7 2 3 4 5 6
+ 19 - Boundary number
+ 18 - number of curves on boundary, next line(s) are curvenumbers
+ 1 14 15 16 17 18 13 9 10 11
+ 12 8 7 2 3 4 5 6
+ 20 - Boundary number
+ 16 - number of curves on boundary, next line(s) are curvenumbers
+ 1 20 36 41 13 9 10 11 12 8
+ 7 2 3 4 5 6
+ 21 - Boundary number
+ 16 - number of curves on boundary, next line(s) are curvenumbers
+ 1 20 36 37 40 9 10 11 12 8
+ 7 2 3 4 5 6
+ 22 - Boundary number
+ 16 - number of curves on boundary, next line(s) are curvenumbers
+ 1 20 36 37 33 34 35 27 39 8
+ 7 2 3 4 5 6
+ 23 - Boundary number
+ 17 - number of curves on boundary, next line(s) are curvenumbers
+ 1 20 36 37 33 34 35 27 28 29
+ 38 7 2 3 4 5 6
+ 24 - Boundary number
+ 17 - number of curves on boundary, next line(s) are curvenumbers
+ 1 20 36 37 33 34 35 27 28 29
+ 30 31 2 3 4 5 6
+ 25 - Boundary number
+ 19 - number of curves on boundary, next line(s) are curvenumbers
+ 1 20 21 22 23 32 33 34 35 27
+ 28 29 30 31 2 3 4 5 6
+ 26 - Boundary number
+ 18 - number of curves on boundary, next line(s) are curvenumbers
+ 1 20 21 22 23 24 25 26 27 28
+ 29 30 31 2 3 4 5 6
+[END OF BOUNDARIES]
+
+[USE PROBABILISTIC DEFAULTS BOUNDARIES]
+ 27 - Number of boundaries -
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES]
+
+[STDV BOUNDARIES]
+ 27 - Number of boundaries -
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+[END OF STDV BOUNDARIES]
+
+[DISTRIBUTION BOUNDARIES]
+ 27 - Number of boundaries -
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+[END OF DISTRIBUTION BOUNDARIES]
+
+[PIEZO LINES]
+ 2 - Number of piezometric level lines -
+ 1 - PlLine number
+ 3 - number of curves on PlLine, next line(s) are curvenumbers
+ 73 74 75
+ 2 - PlLine number
+ 1 - number of curves on PlLine, next line(s) are curvenumbers
+ 76
+[END OF PIEZO LINES]
+
+[PHREATIC LINE]
+ 1 - Number of the piezometric level line acting as phreatic line -
+[END OF PHREATIC LINE]
+
+[WORLD CO-ORDINATES]
+ 0.000 - X world 1 -
+ 0.000 - Y world 1 -
+ 0.000 - X world 2 -
+ 0.000 - Y world 2 -
+[END OF WORLD CO-ORDINATES]
+
+[LAYERS]
+ 26 - Number of layers -
+ 1 - Layer number, next line is material of layer
+ RS(L) 9-9
+ 2 - Piezometric level line at top of layer
+ 2 - Piezometric level line at bottom of layer
+ 1 - Boundarynumber at top of layer
+ 0 - Boundarynumber at bottom of layer
+ 2 - Layer number, next line is material of layer
+ Sand 9-9
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 2 - Boundarynumber at top of layer
+ 1 - Boundarynumber at bottom of layer
+ 3 - Layer number, next line is material of layer
+ UMC(L)pvd 9-9
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 3 - Boundarynumber at top of layer
+ 2 - Boundarynumber at bottom of layer
+ 4 - Layer number, next line is material of layer
+ UMC(L) 9-9
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 4 - Boundarynumber at top of layer
+ 3 - Boundarynumber at bottom of layer
+ 5 - Layer number, next line is material of layer
+ Sand 9-9
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 5 - Boundarynumber at top of layer
+ 4 - Boundarynumber at bottom of layer
+ 6 - Layer number, next line is material of layer
+ Sandkey 9-9
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 6 - Boundarynumber at top of layer
+ 5 - Boundarynumber at bottom of layer
+ 7 - Layer number, next line is material of layer
+ CB 9-9
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 7 - Boundarynumber at top of layer
+ 6 - Boundarynumber at bottom of layer
+ 8 - Layer number, next line is material of layer
+ CB 9-9
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 8 - Boundarynumber at top of layer
+ 7 - Boundarynumber at bottom of layer
+ 9 - Layer number, next line is material of layer
+ CB 9-9
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 9 - Boundarynumber at top of layer
+ 8 - Boundarynumber at bottom of layer
+ 10 - Layer number, next line is material of layer
+ CB 9-9
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 10 - Boundarynumber at top of layer
+ 9 - Boundarynumber at bottom of layer
+ 11 - Layer number, next line is material of layer
+ CB 9-9
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 11 - Boundarynumber at top of layer
+ 10 - Boundarynumber at bottom of layer
+ 12 - Layer number, next line is material of layer
+ Sand 9-9
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 12 - Boundarynumber at top of layer
+ 11 - Boundarynumber at bottom of layer
+ 13 - Layer number, next line is material of layer
+ Sand 9-9
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 13 - Boundarynumber at top of layer
+ 12 - Boundarynumber at bottom of layer
+ 14 - Layer number, next line is material of layer
+ Sand 9-9
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 14 - Boundarynumber at top of layer
+ 13 - Boundarynumber at bottom of layer
+ 15 - Layer number, next line is material of layer
+ CB 9-9
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 15 - Boundarynumber at top of layer
+ 14 - Boundarynumber at bottom of layer
+ 16 - Layer number, next line is material of layer
+ Sand 9-9
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 16 - Boundarynumber at top of layer
+ 15 - Boundarynumber at bottom of layer
+ 17 - Layer number, next line is material of layer
+ UMC(M)sk 9-9
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 17 - Boundarynumber at top of layer
+ 16 - Boundarynumber at bottom of layer
+ 18 - Layer number, next line is material of layer
+ UMC(M) 9-9_2
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 18 - Boundarynumber at top of layer
+ 17 - Boundarynumber at bottom of layer
+ 19 - Layer number, next line is material of layer
+ UMC(M) 9-9_1
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 19 - Boundarynumber at top of layer
+ 18 - Boundarynumber at bottom of layer
+ 20 - Layer number, next line is material of layer
+ Sandkey 9-9
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 20 - Boundarynumber at top of layer
+ 19 - Boundarynumber at bottom of layer
+ 21 - Layer number, next line is material of layer
+ Sand 9-9
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 21 - Boundarynumber at top of layer
+ 20 - Boundarynumber at bottom of layer
+ 22 - Layer number, next line is material of layer
+ Sand 9-9
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 22 - Boundarynumber at top of layer
+ 21 - Boundarynumber at bottom of layer
+ 23 - Layer number, next line is material of layer
+ Revetment 9-9
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 23 - Boundarynumber at top of layer
+ 22 - Boundarynumber at bottom of layer
+ 24 - Layer number, next line is material of layer
+ Revetment 9-9
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 24 - Boundarynumber at top of layer
+ 23 - Boundarynumber at bottom of layer
+ 25 - Layer number, next line is material of layer
+ Revetment 9-9
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 25 - Boundarynumber at top of layer
+ 24 - Boundarynumber at bottom of layer
+ 26 - Layer number, next line is material of layer
+ Revetment 9-9
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 26 - Boundarynumber at top of layer
+ 25 - Boundarynumber at bottom of layer
+[END OF LAYERS]
+
+[LAYERLOADS]
+ - Layers which are loads -
+
+[END OF LAYERLOADS]
+
+[END OF GEOMETRY DATA]
+[RUN IDENTIFICATION TITLES]
+
+
+
+[END OF RUN IDENTIFICATION TITLES]
+[MODEL]
+ 1 : Bishop
+ 4 : Cu measured
+ 0 : Probabilistic off
+ 1 : Mean
+ 0 : Geotextiles off
+ 0 : Nails off
+ 0 : Zone plot off
+ 0 : Local measurements
+[END OF MODEL]
+[MSEEPNET]
+ Use potential file
+ 0 : Do not use water net of MSeep file
+ 0 : Do not make negative pressures 0
+[END OF MSEEPNET]
+[UNIT WEIGHT WATER]
+ 10.25 : Unit weight water
+[END OF UNIT WEIGHT WATER]
+[DEGREE OF CONSOLIDATION]
+ 26 Number of layers
+ 26 100
+ 25 100 100
+ 24 100 100 100
+ 23 100 100 100 100
+ 22 100 100 100 100 100
+ 21 100 100 100 100 100 100
+ 20 100 100 100 100 100 100 100
+ 19 100 100 100 100 100 100 100 100
+ 18 100 100 100 100 100 100 100 100 100
+ 17 100 100 100 100 100 100 100 100 100 100
+ 16 100 100 100 100 100 100 100 100 100 100
+ 100
+ 15 100 100 100 100 100 100 100 100 100 100
+ 100 100
+ 14 100 100 100 100 100 100 100 100 100 100
+ 100 100 100
+ 13 100 100 100 100 100 100 100 100 100 100
+ 100 100 100 100
+ 12 100 100 100 100 100 100 100 100 100 100
+ 100 100 100 100 100
+ 11 100 100 100 100 100 100 100 100 100 100
+ 100 100 100 100 100 100
+ 10 100 100 100 100 100 100 100 100 100 100
+ 100 100 100 100 100 100 100
+ 9 100 100 100 100 100 100 100 100 100 100
+ 100 100 100 100 100 100 100 100
+ 8 100 100 100 100 100 100 100 100 100 100
+ 100 100 100 100 100 100 100 100 100
+ 7 100 100 100 100 100 100 100 100 100 100
+ 100 100 100 100 100 100 100 100 100 100
+ 6 100 100 100 100 100 100 100 100 100 100
+ 100 100 100 100 100 100 100 100 100 100
+ 100
+ 5 100 100 100 100 100 100 100 100 100 100
+ 100 100 100 100 100 100 100 100 100 100
+ 100 100
+ 4 100 100 100 100 100 100 100 100 100 100
+ 100 100 100 100 100 100 100 100 100 100
+ 100 100 100
+ 3 100 100 100 100 100 100 100 100 100 100
+ 100 100 100 100 100 100 100 100 100 100
+ 100 100 100 100
+ 2 100 100 100 100 100 100 100 100 100 100
+ 100 100 100 100 100 100 100 100 100 100
+ 100 100 100 100 100
+ 1 100 100 100 100 100 100 100 100 100 100
+ 100 100 100 100 100 100 100 100 100 100
+ 100 100 100 100 100 100
+ 0 capillary water not included
+[END OF DEGREE OF CONSOLIDATION]
+[DEGREE TEMPORARY LOADS]
+ 100 100 100 100 100 100 100 100 100 100
+ 100 100 100 100 100 100 100 100 100 100
+ 100 100 100 100 100 100
+ 0 capillary water not included
+[END OF DEGREE TEMPORARY LOADS]
+[DEGREE EARTH QUAKE]
+ 100 100 100 100 100 100 100 100 100 100
+ 100 100 100 100 100 100 100 100 100 100
+ 100 100 100 100 100 100
+[END OF DEGREE EARTH QUAKE]
+[CIRCLES]
+ -16.126 39.237 20 X-direction
+ 140.302 187.574 20 Y-direction
+ 78.355 58.355 11 Tangent lines
+ 0.000 0.000 0 no fixed point used
+[END OF CIRCLES]
+[SPENCER SLIP DATA]
+ 12 Number of points
+ 53.549 106.000
+ 55.477 98.712
+ 58.940 94.026
+ 63.796 89.271
+ 68.923 86.081
+ 76.402 81.570
+ 87.343 79.542
+ 99.785 80.383
+ 109.668 84.247
+ 115.780 87.914
+ 120.465 93.415
+ 123.521 98.290
+[END OF SPENCER SLIP DATA]
+[SPENCER SLIP DATA 2]
+ 12 Number of points
+ 72.106 105.338
+ 72.667 103.862
+ 73.863 102.733
+ 75.238 101.154
+ 77.571 98.869
+ 80.202 97.104
+ 85.034 95.398
+ 89.508 95.252
+ 95.146 95.174
+ 99.707 95.360
+ 104.118 96.233
+ 106.417 98.290
+[END OF SPENCER SLIP DATA 2]
+[SPENCER SLIP INTERVAL]
+ 2 : Slip spencer interval
+[END OF SPENCER SLIP INTERVAL]
+[LINE LOADS]
+ 0 = number of items
+[END OF LINE LOADS]
+[UNIFORM LOADS]
+ 0 = number of items
+[END OF UNIFORM LOADS]
+[TREE ON SLOPE]
+0.00 = WindForce
+0.00 = XCoordinate
+0.00 = YCoordinate
+10.00 = width of root zone
+0.0 = AngleOfDistribution
+[END OF TREE ON SLOPE]
+[EARTH QUAKE]
+ 0.000 = horizontal acceleration
+ 0.000 = vertical acceleration
+ 0.000 = free water moment factor
+[END OF EARTH QUAKE]
+[SIGMA-TAU CURVES]
+ 0 = number of items
+[END OF SIGMA-TAU CURVES]
+[BOND STRESS DIAGRAMS]
+ 0 = number of items
+[END OF BOND STRESS DIAGRAMS]
+[MEASURED YIELD STRESSES]
+[YIELD STRESSES]
+ 0 = number of items
+[END OF YIELD STRESSES]
+[END OF MEASURED YIELD STRESSES]
+[MINIMAL REQUIRED CIRCLE DEPTH]
+ 0.00 [m]
+[END OF MINIMAL REQUIRED CIRCLE DEPTH]
+[SLIP CIRCLE SELECTION]
+IsMinXEntryUsed=0
+IsMaxXEntryUsed=0
+XEntryMin=0.00
+XEntryMax=0.00
+[END OF SLIP CIRCLE SELECTION]
+[START VALUE SAFETY FACTOR]
+ 1.000 [-]
+[END OF START VALUE SAFETY FACTOR]
+[REFERENCE LEVEL SU]
+ 16.000 Excavation gamma above freatic level
+ 18.000 Excavation gamma below freatic level
+ 0 number of points
+[END OF REFERENCE LEVEL SU]
+
+[LIFT SLIP DATA]
+ 0.000 0.000 1 X-direction Left
+ 0.000 0.000 1 Y-direction Left
+ 0.000 0.000 1 X-direction Right
+ 0.000 0.000 1 Y-direction Right
+ 0.000 0.000 1 Y-direction tangent lines
+ 0 Automatic grid calculation (1)
+[END OF LIFT SLIP DATA]
+[EXTERNAL WATER LEVELS]
+ 0 = No water data used
+ 0.00 = Design level
+ 0.30 = Decimate height
+ 1 norm = 1/10000
+ 1 = number of items
+Water data (1)
+ 1 = Phreatic line
+ 0.00 = Level
+ Piezo lines
+ 26 - Number of layers
+ 2 2 = Pl-top and pl-bottom
+ 99 99 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 0 0 = Pl-top and pl-bottom
+ 0 0 = Pl-top and pl-bottom
+ 0 0 = Pl-top and pl-bottom
+ 0 0 = Pl-top and pl-bottom
+ 0 0 = Pl-top and pl-bottom
+ 0 0 = Pl-top and pl-bottom
+ 0 0 = Pl-top and pl-bottom
+ 0 0 = Pl-top and pl-bottom
+ 0 0 = Pl-top and pl-bottom
+ 0 0 = Pl-top and pl-bottom
+ 0 0 = Pl-top and pl-bottom
+ 0 0 = Pl-top and pl-bottom
+ 0 0 = Pl-top and pl-bottom
+ 0 0 = Pl-top and pl-bottom
+ 0 0 = Pl-top and pl-bottom
+ 0 0 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+[END OF EXTERNAL WATER LEVELS]
+[MODEL FACTOR]
+ 1.00 = Limit value stability factor
+ 0.08 = Standard deviation for limit value stability factor
+ 0.00 = Reference standard deviation for degree of consolidation
+ 100.00 = Length of the section
+ 0 = Use contribution of end section
+ 0.00 = Lateral stress ratio
+ 0.25 = Coefficient of variation contribution edge of section
+[END OF MODEL FACTOR]
+[CALCULATION OPTIONS]
+MoveCalculationGrid=1
+ProbCalculationType=2
+SearchMethod=0
+[END OF CALCULATION OPTIONS]
+[PROBABILISTIC DEFAULTS]
+CohesionVariationTotal=0.25
+CohesionDesignPartial=1.25
+CohesionDesignStdDev=-1.65
+CohesionDistribution=3
+PhiVariationTotal=0.15
+PhiDesignPartial=1.10
+PhiDesignStdDev=-1.65
+PhiDistribution=3
+StressTableVariationTotal=0.20
+StressTableDesignPartial=1.15
+StressTableDesignStdDev=-1.65
+StressTableDistribution=3
+RatioCuPcVariationTotal=0.25
+RatioCuPcDesignPartial=1.15
+RatioCuPcDesignStdDev=-1.65
+RatioCuPcDistribution=3
+CuVariationTotal=0.25
+CuDesignPartial=1.15
+CuDesignStdDev=-1.65
+CuDistribution=3
+POPVariationTotal=0.10
+POPDesignPartial=1.10
+POPDesignStdDev=-1.65
+POPDistribution=3
+CompressionRatioVariationTotal=0.25
+CompressionRatioDesignPartial=1.00
+CompressionRatioDesignStdDev=0.00
+CompressionRatioDistribution=3
+ConsolidationCoefTotalStdDev=20.00
+ConsolidationCoefDesignPartial=1.00
+ConsolidationCoefDesignStdDev=1.65
+ConsolidationCoefDistribution=2
+HydraulicPressureTotalStdDev=0.50
+HydraulicPressureDesignPartial=1.00
+HydraulicPressureDesignStdDev=1.65
+HydraulicPressureDistribution=3
+LimitValueBishopMean=1.00
+LimitValueBishopStdDev=0.08
+LimitValueBishopDistribution=3
+LimitValueVanMean=0.95
+LimitValueVanStdDev=0.08
+LimitValueVanDistribution=3
+[END OF PROBABILISTIC DEFAULTS]
+[NEWZONE PLOT DATA]
+ 0.00 = Diketable Height [m]
+ 3.00 = Width top rest profile [m]
+ 0.00 = X co-ordinate indicating start of zone [m]
+ 0.00 = Boundary of M.H.W influence at X [m]
+ 0.00 = Boundary of M.H.W influence at Y [m]
+ 1.19 = Required safety in zone 1a
+ 1.11 = Required safety in zone 1b
+ 1.00 = Required safety in zone 2a
+ 1.00 = Required safety in zone 2b
+ 0.00 = Left side minimum road [m]
+ 0.00 = Right side minimum road [m]
+ 0.90 = Required safety in zone 3a
+ 0.90 = Required safety in zone 3b
+ 1 Stability calculation at right side
+ 0.50 = Remolding reduction factor
+ 0.80 = Schematization reduction factor
+ 1 Overtopping condition less or equal 0.1 l/m/s
+[END OF NEWZONE PLOT DATA]
+[HORIZONTAL BALANCE]
+HorizontalBalanceXLeft=0.000
+HorizontalBalanceXRight=0.000
+HorizontalBalanceYTop=0.00
+HorizontalBalanceYBottom=0.00
+HorizontalBalanceNYInterval=1
+[END OF HORIZONTAL BALANCE]
+[REQUESTED CIRCLE SLICES]
+ 30 = number of slices
+[END OF REQUESTED CIRCLE SLICES]
+[REQUESTED LIFT SLICES]
+ 50 = number of slices
+[END OF REQUESTED LIFT SLICES]
+[REQUESTED SPENCER SLICES]
+ 50 = number of slices
+[END OF REQUESTED SPENCER SLICES]
+[SOIL RESISTANCE]
+SoilResistanceDowelAction=1
+SoilResistancePullOut=1
+[END OF SOIL RESISTANCE]
+[GENETIC ALGORITHM OPTIONS BISHOP]
+PopulationCount=30
+GenerationCount=30
+EliteCount=2
+MutationRate=0.200
+CrossOverScatterFraction=1.000
+CrossOverSinglePointFraction=0.000
+CrossOverDoublePointFraction=0.000
+MutationJumpFraction=1.000
+MutationCreepFraction=0.000
+MutationInverseFraction=0.000
+MutationCreepReduction=0.050
+[END OF GENETIC ALGORITHM OPTIONS BISHOP]
+[GENETIC ALGORITHM OPTIONS LIFTVAN]
+PopulationCount=40
+GenerationCount=40
+EliteCount=2
+MutationRate=0.250
+CrossOverScatterFraction=1.000
+CrossOverSinglePointFraction=0.000
+CrossOverDoublePointFraction=0.000
+MutationJumpFraction=1.000
+MutationCreepFraction=0.000
+MutationInverseFraction=0.000
+MutationCreepReduction=0.050
+[END OF GENETIC ALGORITHM OPTIONS LIFTVAN]
+[GENETIC ALGORITHM OPTIONS SPENCER]
+PopulationCount=50
+GenerationCount=50
+EliteCount=2
+MutationRate=0.300
+CrossOverScatterFraction=0.000
+CrossOverSinglePointFraction=0.700
+CrossOverDoublePointFraction=0.300
+MutationJumpFraction=0.000
+MutationCreepFraction=0.900
+MutationInverseFraction=0.100
+MutationCreepReduction=0.050
+[END OF GENETIC ALGORITHM OPTIONS SPENCER]
+[MODEL SPECIAL]
+IsAlternativeStrength=0
+IsAdditionalPorePressure=0
+[END OF MODEL SPECIAL]
+[NAIL TYPE DEFAULTS]
+NailTypeLengthNail=0.00
+NailTypeDiameterNail=0.00
+NailTypeDiameterGrout=0.00
+NailTypeYieldForceNail=0.00
+NailTypePlasticMomentNail=0.00
+NailTypeBendingStiffnessNail=0.00E+00
+NailTypeUseFacingOrBearingPlate=0
+[END OF NAIL TYPE DEFAULTS]
+[END OF INPUT FILE]
Index: IssueRelatedData/MWDAM-1295/Damlivefinalin/damlive/PulauTekong.geometries2D.0/3_3_SingaporeCrossSection.std
===================================================================
diff -u
--- IssueRelatedData/MWDAM-1295/Damlivefinalin/damlive/PulauTekong.geometries2D.0/3_3_SingaporeCrossSection.std (revision 0)
+++ IssueRelatedData/MWDAM-1295/Damlivefinalin/damlive/PulauTekong.geometries2D.0/3_3_SingaporeCrossSection.std (revision 2666)
@@ -0,0 +1,4564 @@
+Dump file for D-Geo Stability : Stability of earth slopes.
+==============================================================================
+COMPANY : Stichting Deltares
+
+DATE : 30-Apr-19
+TIME : 13:45:48
+FILENAME : D:\DAMLiveSingaporenew\new profiles\workbin_21sep_Inward\PulauTekong.geometries2D.0\3_3_SingaporeCrossSection.std
+CREATED BY : D-Geo Stability version 18.1.1.3
+========================== BEGINNING OF DATA ==========================
+[Input Data]
+[VERSION]
+Soil=1003
+Geometry=1000
+StressCurve=1000
+BondStressDiagram=1000
+YieldStress=1001
+D-Geo Stability=1008
+[END OF VERSION]
+
+[SOIL COLLECTION]
+ 14 = number of items
+[SOIL]
+Sand 3-3
+SoilColor=13827451
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=17.70
+SoilGamWet=19.85
+SoilRestSlope=0
+SoilCohesion=0.00
+SoilPhi=23.30
+SoilDilatancy=23.30
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=0
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilStrengthIncreaseExponent=0.80
+SoilPOPTop=0.00
+SoilPOPBottom=0.00
+SoilAdditionalFactorLEM=1.00
+SoilPc=0.00E+00
+SoilPOP=0.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=1
+SoilStdCohesion=0.00
+SoilStdPhi=0.00
+SoilStdRatioCuPc=0.00
+SoilStdRatioCuPcPassive=0.00
+SoilStdRatioCuPcActive=0.00
+SoilStdCu=0.00
+SoilStdCuTop=0.00
+SoilStdCuGradient=0.00
+SoilStdPn=0.20
+SoilDistCohesion=3
+SoilDistPhi=3
+SoilDistStressTable=3
+SoilDistRatioCuPc=3
+SoilDistRatioCuPcPassive=3
+SoilDistRatioCuPcActive=3
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+SoilDistPn=3
+SoilCorrelationCPhi=0.00
+SoilRatioCuPcPassive=0.00
+SoilRatioCuPcActive=0.00
+SoilCuPassiveTop=0.00
+SoilCuPassiveBottom=0.00
+SoilCuActiveTop=0.00
+SoilCuActiveBottom=0.00
+SoilUniformRatioCuPc=1
+SoilUniformCu=1
+SoilDesignPartialCohesion=1.25
+SoilDesignStdCohesion=-1.65
+SoilDesignPartialPhi=1.10
+SoilDesignStdPhi=-1.65
+SoilDesignPartialStressTable=1.15
+SoilDesignStdStressTable=-1.65
+SoilDesignPartialRatioCuPc=1.15
+SoilDesignStdRatioCuPc=-1.65
+SoilDesignPartialCu=1.15
+SoilDesignStdCu=-1.65
+SoilDesignPartialPOP=1.10
+SoilDesignStdPOP=-1.65
+SoilDesignPartialRRatio=1.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=50.00
+SoilVertFluctScaleCoh=0.25
+SoilNumberOfTestsCoh=1
+SoilVarianceRatioCoh=0.75
+SoilHorFluctScalePhi=50.00
+SoilVertFluctScalePhi=0.25
+SoilNumberOfTestsPhi=1
+SoilVarianceRatioPhi=0.75
+SoilRRatio=1.0000000
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[SOIL]
+Revetment 3-3
+SoilColor=9544960
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=17.64
+SoilGamWet=19.85
+SoilRestSlope=0
+SoilCohesion=0.00
+SoilPhi=25.00
+SoilDilatancy=25.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=0
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilStrengthIncreaseExponent=0.80
+SoilPOPTop=0.00
+SoilPOPBottom=0.00
+SoilAdditionalFactorLEM=1.00
+SoilPc=0.00E+00
+SoilPOP=0.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=1
+SoilStdCohesion=0.00
+SoilStdPhi=0.00
+SoilStdRatioCuPc=0.00
+SoilStdRatioCuPcPassive=0.00
+SoilStdRatioCuPcActive=0.00
+SoilStdCu=0.00
+SoilStdCuTop=0.00
+SoilStdCuGradient=0.00
+SoilStdPn=0.20
+SoilDistCohesion=3
+SoilDistPhi=3
+SoilDistStressTable=3
+SoilDistRatioCuPc=3
+SoilDistRatioCuPcPassive=3
+SoilDistRatioCuPcActive=3
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+SoilDistPn=3
+SoilCorrelationCPhi=0.00
+SoilRatioCuPcPassive=0.00
+SoilRatioCuPcActive=0.00
+SoilCuPassiveTop=0.00
+SoilCuPassiveBottom=0.00
+SoilCuActiveTop=0.00
+SoilCuActiveBottom=0.00
+SoilUniformRatioCuPc=1
+SoilUniformCu=1
+SoilDesignPartialCohesion=1.25
+SoilDesignStdCohesion=-1.65
+SoilDesignPartialPhi=1.10
+SoilDesignStdPhi=-1.65
+SoilDesignPartialStressTable=1.15
+SoilDesignStdStressTable=-1.65
+SoilDesignPartialRatioCuPc=1.15
+SoilDesignStdRatioCuPc=-1.65
+SoilDesignPartialCu=1.15
+SoilDesignStdCu=-1.65
+SoilDesignPartialPOP=1.10
+SoilDesignStdPOP=-1.65
+SoilDesignPartialRRatio=1.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=50.00
+SoilVertFluctScaleCoh=0.25
+SoilNumberOfTestsCoh=1
+SoilVarianceRatioCoh=0.75
+SoilHorFluctScalePhi=50.00
+SoilVertFluctScalePhi=0.25
+SoilNumberOfTestsPhi=1
+SoilVarianceRatioPhi=0.75
+SoilRRatio=1.0000000
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[SOIL]
+UMC(L) 3-3
+SoilColor=6270895
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=15.25
+SoilGamWet=15.25
+SoilRestSlope=0
+SoilCohesion=0.00
+SoilPhi=13.54
+SoilDilatancy=0.00
+SoilCuTop=27.76
+SoilCuBottom=27.76
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=4
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilStrengthIncreaseExponent=0.80
+SoilPOPTop=0.00
+SoilPOPBottom=0.00
+SoilAdditionalFactorLEM=1.00
+SoilPc=0.00E+00
+SoilPOP=0.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=1
+SoilStdCohesion=0.00
+SoilStdPhi=0.00
+SoilStdRatioCuPc=0.00
+SoilStdRatioCuPcPassive=0.00
+SoilStdRatioCuPcActive=0.00
+SoilStdCu=0.00
+SoilStdCuTop=0.00
+SoilStdCuGradient=0.00
+SoilStdPn=0.20
+SoilDistCohesion=3
+SoilDistPhi=3
+SoilDistStressTable=3
+SoilDistRatioCuPc=3
+SoilDistRatioCuPcPassive=3
+SoilDistRatioCuPcActive=3
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+SoilDistPn=3
+SoilCorrelationCPhi=0.00
+SoilRatioCuPcPassive=0.00
+SoilRatioCuPcActive=0.00
+SoilCuPassiveTop=0.00
+SoilCuPassiveBottom=0.00
+SoilCuActiveTop=0.00
+SoilCuActiveBottom=0.00
+SoilUniformRatioCuPc=1
+SoilUniformCu=1
+SoilDesignPartialCohesion=1.25
+SoilDesignStdCohesion=-1.65
+SoilDesignPartialPhi=1.10
+SoilDesignStdPhi=-1.65
+SoilDesignPartialStressTable=1.15
+SoilDesignStdStressTable=-1.65
+SoilDesignPartialRatioCuPc=1.15
+SoilDesignStdRatioCuPc=-1.65
+SoilDesignPartialCu=1.15
+SoilDesignStdCu=-1.65
+SoilDesignPartialPOP=1.10
+SoilDesignStdPOP=-1.65
+SoilDesignPartialRRatio=1.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=50.00
+SoilVertFluctScaleCoh=0.25
+SoilNumberOfTestsCoh=1
+SoilVarianceRatioCoh=0.75
+SoilHorFluctScalePhi=50.00
+SoilVertFluctScalePhi=0.25
+SoilNumberOfTestsPhi=1
+SoilVarianceRatioPhi=0.75
+SoilRRatio=1.0000000
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[SOIL]
+FC(L) 3-3
+SoilColor=7648893
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=19.10
+SoilGamWet=19.10
+SoilRestSlope=0
+SoilCohesion=0.00
+SoilPhi=15.84
+SoilDilatancy=0.00
+SoilCuTop=29.80
+SoilCuBottom=31.90
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=4
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilStrengthIncreaseExponent=0.80
+SoilPOPTop=0.00
+SoilPOPBottom=0.00
+SoilAdditionalFactorLEM=1.00
+SoilPc=0.00E+00
+SoilPOP=0.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=1
+SoilStdCohesion=0.00
+SoilStdPhi=0.00
+SoilStdRatioCuPc=0.00
+SoilStdRatioCuPcPassive=0.00
+SoilStdRatioCuPcActive=0.00
+SoilStdCu=0.00
+SoilStdCuTop=0.00
+SoilStdCuGradient=0.00
+SoilStdPn=0.20
+SoilDistCohesion=3
+SoilDistPhi=3
+SoilDistStressTable=3
+SoilDistRatioCuPc=3
+SoilDistRatioCuPcPassive=3
+SoilDistRatioCuPcActive=3
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+SoilDistPn=3
+SoilCorrelationCPhi=0.00
+SoilRatioCuPcPassive=0.00
+SoilRatioCuPcActive=0.00
+SoilCuPassiveTop=0.00
+SoilCuPassiveBottom=0.00
+SoilCuActiveTop=0.00
+SoilCuActiveBottom=0.00
+SoilUniformRatioCuPc=1
+SoilUniformCu=1
+SoilDesignPartialCohesion=1.25
+SoilDesignStdCohesion=-1.65
+SoilDesignPartialPhi=1.10
+SoilDesignStdPhi=-1.65
+SoilDesignPartialStressTable=1.15
+SoilDesignStdStressTable=-1.65
+SoilDesignPartialRatioCuPc=1.15
+SoilDesignStdRatioCuPc=-1.65
+SoilDesignPartialCu=1.15
+SoilDesignStdCu=-1.65
+SoilDesignPartialPOP=1.10
+SoilDesignStdPOP=-1.65
+SoilDesignPartialRRatio=1.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=50.00
+SoilVertFluctScaleCoh=0.25
+SoilNumberOfTestsCoh=1
+SoilVarianceRatioCoh=0.75
+SoilHorFluctScalePhi=50.00
+SoilVertFluctScalePhi=0.25
+SoilNumberOfTestsPhi=1
+SoilVarianceRatioPhi=0.75
+SoilRRatio=1.0000000
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[SOIL]
+CB 3-3
+SoilColor=9764853
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=13.00
+SoilGamWet=13.00
+SoilRestSlope=0
+SoilCohesion=50.00
+SoilPhi=0.00
+SoilDilatancy=0.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=0
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilStrengthIncreaseExponent=0.80
+SoilPOPTop=0.00
+SoilPOPBottom=0.00
+SoilAdditionalFactorLEM=1.00
+SoilPc=0.00E+00
+SoilPOP=0.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=1
+SoilStdCohesion=0.00
+SoilStdPhi=0.00
+SoilStdRatioCuPc=0.00
+SoilStdRatioCuPcPassive=0.00
+SoilStdRatioCuPcActive=0.00
+SoilStdCu=0.00
+SoilStdCuTop=0.00
+SoilStdCuGradient=0.00
+SoilStdPn=0.20
+SoilDistCohesion=3
+SoilDistPhi=3
+SoilDistStressTable=3
+SoilDistRatioCuPc=3
+SoilDistRatioCuPcPassive=3
+SoilDistRatioCuPcActive=3
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+SoilDistPn=3
+SoilCorrelationCPhi=0.00
+SoilRatioCuPcPassive=0.00
+SoilRatioCuPcActive=0.00
+SoilCuPassiveTop=0.00
+SoilCuPassiveBottom=0.00
+SoilCuActiveTop=0.00
+SoilCuActiveBottom=0.00
+SoilUniformRatioCuPc=1
+SoilUniformCu=1
+SoilDesignPartialCohesion=1.25
+SoilDesignStdCohesion=-1.65
+SoilDesignPartialPhi=1.10
+SoilDesignStdPhi=-1.65
+SoilDesignPartialStressTable=1.15
+SoilDesignStdStressTable=-1.65
+SoilDesignPartialRatioCuPc=1.15
+SoilDesignStdRatioCuPc=-1.65
+SoilDesignPartialCu=1.15
+SoilDesignStdCu=-1.65
+SoilDesignPartialPOP=1.10
+SoilDesignStdPOP=-1.65
+SoilDesignPartialRRatio=1.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=50.00
+SoilVertFluctScaleCoh=0.25
+SoilNumberOfTestsCoh=1
+SoilVarianceRatioCoh=0.75
+SoilHorFluctScalePhi=50.00
+SoilVertFluctScalePhi=0.25
+SoilNumberOfTestsPhi=1
+SoilVarianceRatioPhi=0.75
+SoilRRatio=1.0000000
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[SOIL]
+UMC(M) 3-3
+SoilColor=10944420
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=15.10
+SoilGamWet=15.10
+SoilRestSlope=0
+SoilCohesion=0.00
+SoilPhi=12.23
+SoilDilatancy=0.00
+SoilCuTop=2.80
+SoilCuBottom=10.50
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=4
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilStrengthIncreaseExponent=0.80
+SoilPOPTop=0.00
+SoilPOPBottom=0.00
+SoilAdditionalFactorLEM=1.00
+SoilPc=0.00E+00
+SoilPOP=0.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=1
+SoilStdCohesion=0.00
+SoilStdPhi=0.00
+SoilStdRatioCuPc=0.00
+SoilStdRatioCuPcPassive=0.00
+SoilStdRatioCuPcActive=0.00
+SoilStdCu=0.00
+SoilStdCuTop=0.00
+SoilStdCuGradient=0.00
+SoilStdPn=0.20
+SoilDistCohesion=3
+SoilDistPhi=3
+SoilDistStressTable=3
+SoilDistRatioCuPc=3
+SoilDistRatioCuPcPassive=3
+SoilDistRatioCuPcActive=3
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+SoilDistPn=3
+SoilCorrelationCPhi=0.00
+SoilRatioCuPcPassive=0.00
+SoilRatioCuPcActive=0.00
+SoilCuPassiveTop=0.00
+SoilCuPassiveBottom=0.00
+SoilCuActiveTop=0.00
+SoilCuActiveBottom=0.00
+SoilUniformRatioCuPc=1
+SoilUniformCu=1
+SoilDesignPartialCohesion=1.25
+SoilDesignStdCohesion=-1.65
+SoilDesignPartialPhi=1.10
+SoilDesignStdPhi=-1.65
+SoilDesignPartialStressTable=1.15
+SoilDesignStdStressTable=-1.65
+SoilDesignPartialRatioCuPc=1.15
+SoilDesignStdRatioCuPc=-1.65
+SoilDesignPartialCu=1.15
+SoilDesignStdCu=-1.65
+SoilDesignPartialPOP=1.10
+SoilDesignStdPOP=-1.65
+SoilDesignPartialRRatio=1.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=50.00
+SoilVertFluctScaleCoh=0.25
+SoilNumberOfTestsCoh=1
+SoilVarianceRatioCoh=0.75
+SoilHorFluctScalePhi=50.00
+SoilVertFluctScalePhi=0.25
+SoilNumberOfTestsPhi=1
+SoilVarianceRatioPhi=0.75
+SoilRRatio=1.0000000
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[SOIL]
+FC(M) 3-3
+SoilColor=9094655
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=19.10
+SoilGamWet=19.10
+SoilRestSlope=0
+SoilCohesion=0.00
+SoilPhi=16.17
+SoilDilatancy=0.00
+SoilCuTop=23.40
+SoilCuBottom=26.20
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=0
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilStrengthIncreaseExponent=0.80
+SoilPOPTop=0.00
+SoilPOPBottom=0.00
+SoilAdditionalFactorLEM=1.00
+SoilPc=0.00E+00
+SoilPOP=0.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=1
+SoilStdCohesion=0.00
+SoilStdPhi=0.00
+SoilStdRatioCuPc=0.00
+SoilStdRatioCuPcPassive=0.00
+SoilStdRatioCuPcActive=0.00
+SoilStdCu=0.00
+SoilStdCuTop=0.00
+SoilStdCuGradient=0.00
+SoilStdPn=0.20
+SoilDistCohesion=3
+SoilDistPhi=3
+SoilDistStressTable=3
+SoilDistRatioCuPc=3
+SoilDistRatioCuPcPassive=3
+SoilDistRatioCuPcActive=3
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+SoilDistPn=3
+SoilCorrelationCPhi=0.00
+SoilRatioCuPcPassive=0.00
+SoilRatioCuPcActive=0.00
+SoilCuPassiveTop=0.00
+SoilCuPassiveBottom=0.00
+SoilCuActiveTop=0.00
+SoilCuActiveBottom=0.00
+SoilUniformRatioCuPc=1
+SoilUniformCu=1
+SoilDesignPartialCohesion=1.25
+SoilDesignStdCohesion=-1.65
+SoilDesignPartialPhi=1.10
+SoilDesignStdPhi=-1.65
+SoilDesignPartialStressTable=1.15
+SoilDesignStdStressTable=-1.65
+SoilDesignPartialRatioCuPc=1.15
+SoilDesignStdRatioCuPc=-1.65
+SoilDesignPartialCu=1.15
+SoilDesignStdCu=-1.65
+SoilDesignPartialPOP=1.10
+SoilDesignStdPOP=-1.65
+SoilDesignPartialRRatio=1.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=50.00
+SoilVertFluctScaleCoh=0.25
+SoilNumberOfTestsCoh=1
+SoilVarianceRatioCoh=0.75
+SoilHorFluctScalePhi=50.00
+SoilVertFluctScalePhi=0.25
+SoilNumberOfTestsPhi=1
+SoilVarianceRatioPhi=0.75
+SoilRRatio=1.0000000
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[SOIL]
+Good Earth 3-3
+SoilColor=12171263
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=17.00
+SoilGamWet=17.00
+SoilRestSlope=0
+SoilCohesion=0.00
+SoilPhi=19.40
+SoilDilatancy=19.40
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=0
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilStrengthIncreaseExponent=0.80
+SoilPOPTop=0.00
+SoilPOPBottom=0.00
+SoilAdditionalFactorLEM=1.00
+SoilPc=0.00E+00
+SoilPOP=0.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=1
+SoilStdCohesion=0.00
+SoilStdPhi=0.00
+SoilStdRatioCuPc=0.00
+SoilStdRatioCuPcPassive=0.00
+SoilStdRatioCuPcActive=0.00
+SoilStdCu=0.00
+SoilStdCuTop=0.00
+SoilStdCuGradient=0.00
+SoilStdPn=0.20
+SoilDistCohesion=3
+SoilDistPhi=3
+SoilDistStressTable=3
+SoilDistRatioCuPc=3
+SoilDistRatioCuPcPassive=3
+SoilDistRatioCuPcActive=3
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+SoilDistPn=3
+SoilCorrelationCPhi=0.00
+SoilRatioCuPcPassive=0.00
+SoilRatioCuPcActive=0.00
+SoilCuPassiveTop=0.00
+SoilCuPassiveBottom=0.00
+SoilCuActiveTop=0.00
+SoilCuActiveBottom=0.00
+SoilUniformRatioCuPc=1
+SoilUniformCu=1
+SoilDesignPartialCohesion=1.25
+SoilDesignStdCohesion=-1.65
+SoilDesignPartialPhi=1.10
+SoilDesignStdPhi=-1.65
+SoilDesignPartialStressTable=1.15
+SoilDesignStdStressTable=-1.65
+SoilDesignPartialRatioCuPc=1.15
+SoilDesignStdRatioCuPc=-1.65
+SoilDesignPartialCu=1.15
+SoilDesignStdCu=-1.65
+SoilDesignPartialPOP=1.10
+SoilDesignStdPOP=-1.65
+SoilDesignPartialRRatio=1.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=50.00
+SoilVertFluctScaleCoh=0.25
+SoilNumberOfTestsCoh=1
+SoilVarianceRatioCoh=0.75
+SoilHorFluctScalePhi=50.00
+SoilVertFluctScalePhi=0.25
+SoilNumberOfTestsPhi=1
+SoilVarianceRatioPhi=0.75
+SoilRRatio=1.0000000
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[SOIL]
+Residual Soil (L) 3-3
+SoilColor=9276906
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=19.00
+SoilGamWet=19.00
+SoilRestSlope=0
+SoilCohesion=0.00
+SoilPhi=19.77
+SoilDilatancy=0.00
+SoilCuTop=92.45
+SoilCuBottom=146.80
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=4
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilStrengthIncreaseExponent=0.80
+SoilPOPTop=0.00
+SoilPOPBottom=0.00
+SoilAdditionalFactorLEM=1.00
+SoilPc=0.00E+00
+SoilPOP=0.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=1
+SoilStdCohesion=0.00
+SoilStdPhi=0.00
+SoilStdRatioCuPc=0.00
+SoilStdRatioCuPcPassive=0.00
+SoilStdRatioCuPcActive=0.00
+SoilStdCu=0.00
+SoilStdCuTop=0.00
+SoilStdCuGradient=0.00
+SoilStdPn=0.20
+SoilDistCohesion=3
+SoilDistPhi=3
+SoilDistStressTable=3
+SoilDistRatioCuPc=3
+SoilDistRatioCuPcPassive=3
+SoilDistRatioCuPcActive=3
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+SoilDistPn=3
+SoilCorrelationCPhi=0.00
+SoilRatioCuPcPassive=0.00
+SoilRatioCuPcActive=0.00
+SoilCuPassiveTop=0.00
+SoilCuPassiveBottom=0.00
+SoilCuActiveTop=0.00
+SoilCuActiveBottom=0.00
+SoilUniformRatioCuPc=1
+SoilUniformCu=1
+SoilDesignPartialCohesion=1.25
+SoilDesignStdCohesion=-1.65
+SoilDesignPartialPhi=1.10
+SoilDesignStdPhi=-1.65
+SoilDesignPartialStressTable=1.15
+SoilDesignStdStressTable=-1.65
+SoilDesignPartialRatioCuPc=1.15
+SoilDesignStdRatioCuPc=-1.65
+SoilDesignPartialCu=1.15
+SoilDesignStdCu=-1.65
+SoilDesignPartialPOP=1.10
+SoilDesignStdPOP=-1.65
+SoilDesignPartialRRatio=1.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=50.00
+SoilVertFluctScaleCoh=0.25
+SoilNumberOfTestsCoh=1
+SoilVarianceRatioCoh=0.75
+SoilHorFluctScalePhi=50.00
+SoilVertFluctScalePhi=0.25
+SoilNumberOfTestsPhi=1
+SoilVarianceRatioPhi=0.75
+SoilRRatio=1.0000000
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[SOIL]
+UMC(L) 3-3 (diep)
+SoilColor=5866717
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=15.25
+SoilGamWet=15.25
+SoilRestSlope=0
+SoilCohesion=0.00
+SoilPhi=13.54
+SoilDilatancy=0.00
+SoilCuTop=36.14
+SoilCuBottom=37.90
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=4
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilStrengthIncreaseExponent=0.80
+SoilPOPTop=0.00
+SoilPOPBottom=0.00
+SoilAdditionalFactorLEM=1.00
+SoilPc=0.00E+00
+SoilPOP=0.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=1
+SoilStdCohesion=0.00
+SoilStdPhi=0.00
+SoilStdRatioCuPc=0.00
+SoilStdRatioCuPcPassive=0.00
+SoilStdRatioCuPcActive=0.00
+SoilStdCu=0.00
+SoilStdCuTop=0.00
+SoilStdCuGradient=0.00
+SoilStdPn=0.20
+SoilDistCohesion=3
+SoilDistPhi=3
+SoilDistStressTable=3
+SoilDistRatioCuPc=3
+SoilDistRatioCuPcPassive=3
+SoilDistRatioCuPcActive=3
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+SoilDistPn=3
+SoilCorrelationCPhi=0.00
+SoilRatioCuPcPassive=0.00
+SoilRatioCuPcActive=0.00
+SoilCuPassiveTop=0.00
+SoilCuPassiveBottom=0.00
+SoilCuActiveTop=0.00
+SoilCuActiveBottom=0.00
+SoilUniformRatioCuPc=1
+SoilUniformCu=1
+SoilDesignPartialCohesion=1.25
+SoilDesignStdCohesion=-1.65
+SoilDesignPartialPhi=1.10
+SoilDesignStdPhi=-1.65
+SoilDesignPartialStressTable=1.15
+SoilDesignStdStressTable=-1.65
+SoilDesignPartialRatioCuPc=1.15
+SoilDesignStdRatioCuPc=-1.65
+SoilDesignPartialCu=1.15
+SoilDesignStdCu=-1.65
+SoilDesignPartialPOP=1.10
+SoilDesignStdPOP=-1.65
+SoilDesignPartialRRatio=1.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=50.00
+SoilVertFluctScaleCoh=0.25
+SoilNumberOfTestsCoh=1
+SoilVarianceRatioCoh=0.75
+SoilHorFluctScalePhi=50.00
+SoilVertFluctScalePhi=0.25
+SoilNumberOfTestsPhi=1
+SoilVarianceRatioPhi=0.75
+SoilRRatio=1.0000000
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[SOIL]
+UMC(L) Zone1 3-3
+SoilColor=5866717
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=15.25
+SoilGamWet=15.25
+SoilRestSlope=0
+SoilCohesion=0.00
+SoilPhi=13.54
+SoilDilatancy=0.00
+SoilCuTop=27.27
+SoilCuBottom=27.27
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=4
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilStrengthIncreaseExponent=0.80
+SoilPOPTop=0.00
+SoilPOPBottom=0.00
+SoilAdditionalFactorLEM=1.00
+SoilPc=0.00E+00
+SoilPOP=0.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=1
+SoilStdCohesion=0.00
+SoilStdPhi=0.00
+SoilStdRatioCuPc=0.00
+SoilStdRatioCuPcPassive=0.00
+SoilStdRatioCuPcActive=0.00
+SoilStdCu=0.00
+SoilStdCuTop=0.00
+SoilStdCuGradient=0.00
+SoilStdPn=0.20
+SoilDistCohesion=3
+SoilDistPhi=3
+SoilDistStressTable=3
+SoilDistRatioCuPc=3
+SoilDistRatioCuPcPassive=3
+SoilDistRatioCuPcActive=3
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+SoilDistPn=3
+SoilCorrelationCPhi=0.00
+SoilRatioCuPcPassive=0.00
+SoilRatioCuPcActive=0.00
+SoilCuPassiveTop=0.00
+SoilCuPassiveBottom=0.00
+SoilCuActiveTop=0.00
+SoilCuActiveBottom=0.00
+SoilUniformRatioCuPc=1
+SoilUniformCu=1
+SoilDesignPartialCohesion=1.25
+SoilDesignStdCohesion=-1.65
+SoilDesignPartialPhi=1.10
+SoilDesignStdPhi=-1.65
+SoilDesignPartialStressTable=1.15
+SoilDesignStdStressTable=-1.65
+SoilDesignPartialRatioCuPc=1.15
+SoilDesignStdRatioCuPc=-1.65
+SoilDesignPartialCu=1.15
+SoilDesignStdCu=-1.65
+SoilDesignPartialPOP=1.10
+SoilDesignStdPOP=-1.65
+SoilDesignPartialRRatio=1.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=50.00
+SoilVertFluctScaleCoh=0.25
+SoilNumberOfTestsCoh=1
+SoilVarianceRatioCoh=0.75
+SoilHorFluctScalePhi=50.00
+SoilVertFluctScalePhi=0.25
+SoilNumberOfTestsPhi=1
+SoilVarianceRatioPhi=0.75
+SoilRRatio=1.0000000
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[SOIL]
+FC(L) Zone2 3-3
+SoilColor=7187949
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=19.10
+SoilGamWet=19.10
+SoilRestSlope=0
+SoilCohesion=0.00
+SoilPhi=15.84
+SoilDilatancy=0.00
+SoilCuTop=26.62
+SoilCuBottom=26.62
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=4
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilStrengthIncreaseExponent=0.80
+SoilPOPTop=0.00
+SoilPOPBottom=0.00
+SoilAdditionalFactorLEM=1.00
+SoilPc=0.00E+00
+SoilPOP=0.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=1
+SoilStdCohesion=0.00
+SoilStdPhi=0.00
+SoilStdRatioCuPc=0.00
+SoilStdRatioCuPcPassive=0.00
+SoilStdRatioCuPcActive=0.00
+SoilStdCu=0.00
+SoilStdCuTop=0.00
+SoilStdCuGradient=0.00
+SoilStdPn=0.20
+SoilDistCohesion=3
+SoilDistPhi=3
+SoilDistStressTable=3
+SoilDistRatioCuPc=3
+SoilDistRatioCuPcPassive=3
+SoilDistRatioCuPcActive=3
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+SoilDistPn=3
+SoilCorrelationCPhi=0.00
+SoilRatioCuPcPassive=0.00
+SoilRatioCuPcActive=0.00
+SoilCuPassiveTop=0.00
+SoilCuPassiveBottom=0.00
+SoilCuActiveTop=0.00
+SoilCuActiveBottom=0.00
+SoilUniformRatioCuPc=1
+SoilUniformCu=1
+SoilDesignPartialCohesion=1.25
+SoilDesignStdCohesion=-1.65
+SoilDesignPartialPhi=1.10
+SoilDesignStdPhi=-1.65
+SoilDesignPartialStressTable=1.15
+SoilDesignStdStressTable=-1.65
+SoilDesignPartialRatioCuPc=1.15
+SoilDesignStdRatioCuPc=-1.65
+SoilDesignPartialCu=1.15
+SoilDesignStdCu=-1.65
+SoilDesignPartialPOP=1.10
+SoilDesignStdPOP=-1.65
+SoilDesignPartialRRatio=1.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=50.00
+SoilVertFluctScaleCoh=0.25
+SoilNumberOfTestsCoh=1
+SoilVarianceRatioCoh=0.75
+SoilHorFluctScalePhi=50.00
+SoilVertFluctScalePhi=0.25
+SoilNumberOfTestsPhi=1
+SoilVarianceRatioPhi=0.75
+SoilRRatio=1.0000000
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[SOIL]
+UMC(M) Zone3 3-3
+SoilColor=13827451
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=15.25
+SoilGamWet=15.25
+SoilRestSlope=0
+SoilCohesion=0.00
+SoilPhi=13.54
+SoilDilatancy=0.00
+SoilCuTop=48.70
+SoilCuBottom=48.70
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=4
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilStrengthIncreaseExponent=0.80
+SoilPOPTop=0.00
+SoilPOPBottom=0.00
+SoilAdditionalFactorLEM=1.00
+SoilPc=0.00E+00
+SoilPOP=0.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=1
+SoilStdCohesion=0.00
+SoilStdPhi=0.00
+SoilStdRatioCuPc=0.00
+SoilStdRatioCuPcPassive=0.00
+SoilStdRatioCuPcActive=0.00
+SoilStdCu=0.00
+SoilStdCuTop=0.00
+SoilStdCuGradient=0.00
+SoilStdPn=0.20
+SoilDistCohesion=3
+SoilDistPhi=3
+SoilDistStressTable=3
+SoilDistRatioCuPc=3
+SoilDistRatioCuPcPassive=3
+SoilDistRatioCuPcActive=3
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+SoilDistPn=3
+SoilCorrelationCPhi=0.00
+SoilRatioCuPcPassive=0.00
+SoilRatioCuPcActive=0.00
+SoilCuPassiveTop=0.00
+SoilCuPassiveBottom=0.00
+SoilCuActiveTop=0.00
+SoilCuActiveBottom=0.00
+SoilUniformRatioCuPc=1
+SoilUniformCu=1
+SoilDesignPartialCohesion=1.25
+SoilDesignStdCohesion=-1.65
+SoilDesignPartialPhi=1.10
+SoilDesignStdPhi=-1.65
+SoilDesignPartialStressTable=1.15
+SoilDesignStdStressTable=-1.65
+SoilDesignPartialRatioCuPc=1.15
+SoilDesignStdRatioCuPc=-1.65
+SoilDesignPartialCu=1.15
+SoilDesignStdCu=-1.65
+SoilDesignPartialPOP=1.10
+SoilDesignStdPOP=-1.65
+SoilDesignPartialRRatio=1.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=50.00
+SoilVertFluctScaleCoh=0.25
+SoilNumberOfTestsCoh=1
+SoilVarianceRatioCoh=0.75
+SoilHorFluctScalePhi=50.00
+SoilVertFluctScalePhi=0.25
+SoilNumberOfTestsPhi=1
+SoilVarianceRatioPhi=0.75
+SoilRRatio=1.0000000
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[SOIL]
+FC(M) Zone4 3-3
+SoilColor=9544960
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=19.10
+SoilGamWet=19.10
+SoilRestSlope=0
+SoilCohesion=0.00
+SoilPhi=15.84
+SoilDilatancy=0.00
+SoilCuTop=48.70
+SoilCuBottom=48.70
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=4
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilStrengthIncreaseExponent=0.80
+SoilPOPTop=0.00
+SoilPOPBottom=0.00
+SoilAdditionalFactorLEM=1.00
+SoilPc=0.00E+00
+SoilPOP=0.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=1
+SoilStdCohesion=0.00
+SoilStdPhi=0.00
+SoilStdRatioCuPc=0.00
+SoilStdRatioCuPcPassive=0.00
+SoilStdRatioCuPcActive=0.00
+SoilStdCu=0.00
+SoilStdCuTop=0.00
+SoilStdCuGradient=0.00
+SoilStdPn=0.20
+SoilDistCohesion=3
+SoilDistPhi=3
+SoilDistStressTable=3
+SoilDistRatioCuPc=3
+SoilDistRatioCuPcPassive=3
+SoilDistRatioCuPcActive=3
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+SoilDistPn=3
+SoilCorrelationCPhi=0.00
+SoilRatioCuPcPassive=0.00
+SoilRatioCuPcActive=0.00
+SoilCuPassiveTop=0.00
+SoilCuPassiveBottom=0.00
+SoilCuActiveTop=0.00
+SoilCuActiveBottom=0.00
+SoilUniformRatioCuPc=1
+SoilUniformCu=1
+SoilDesignPartialCohesion=1.25
+SoilDesignStdCohesion=-1.65
+SoilDesignPartialPhi=1.10
+SoilDesignStdPhi=-1.65
+SoilDesignPartialStressTable=1.15
+SoilDesignStdStressTable=-1.65
+SoilDesignPartialRatioCuPc=1.15
+SoilDesignStdRatioCuPc=-1.65
+SoilDesignPartialCu=1.15
+SoilDesignStdCu=-1.65
+SoilDesignPartialPOP=1.10
+SoilDesignStdPOP=-1.65
+SoilDesignPartialRRatio=1.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=50.00
+SoilVertFluctScaleCoh=0.25
+SoilNumberOfTestsCoh=1
+SoilVarianceRatioCoh=0.75
+SoilHorFluctScalePhi=50.00
+SoilVertFluctScalePhi=0.25
+SoilNumberOfTestsPhi=1
+SoilVarianceRatioPhi=0.75
+SoilRRatio=1.0000000
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[END OF SOIL COLLECTION]
+
+[GEOMETRY DATA]
+[ACCURACY]
+ 0.0010
+[END OF ACCURACY]
+
+[POINTS]
+ 65 - Number of geometry points -
+ 1 250.000 77.000 0.000
+ 2 250.000 103.340 0.000
+ 3 0.000 103.340 0.000
+ 4 0.000 87.300 0.000
+ 5 64.200 87.300 0.000
+ 6 76.700 87.300 0.000
+ 7 79.700 88.400 0.000
+ 8 83.700 88.400 0.000
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+ 58 0.000 50.000 0.000
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+ 63 193.316 97.590 0.000
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+[END OF POINTS]
+
+[CURVES]
+ 77 - Number of curves -
+ 1 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 4 5
+ 2 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 5 6
+ 3 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 6 7
+ 4 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 7 8
+ 5 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 8 9
+ 6 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 9 10
+ 7 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 10 11
+ 8 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 11 12
+ 9 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
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+ 10 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 13 14
+ 11 - Curve number
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+ 12 - Curve number
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+ 15 16
+ 13 - Curve number
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+ 14 - Curve number
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+ 17 18
+ 15 - Curve number
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+ 17 - Curve number
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+ 18 - Curve number
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+ 11 22
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+ 20 - Curve number
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+ 22 - Curve number
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+ 24 - Curve number
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+ 25 26
+ 25 - Curve number
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+ 26 - Curve number
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+ 27 28
+ 27 - Curve number
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+ 28 29
+ 28 - Curve number
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+ 29 - Curve number
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+ 30 10
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+ 2 - number of points on curve, next line(s) are pointnumbers
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+ 31 32
+ 32 - Curve number
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+ 32 33
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+ 33 34
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+ 34 22
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+ 5 36
+ 38 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 36 37
+ 39 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 37 38
+ 40 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 38 39
+ 41 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 39 35
+ 42 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 40 41
+ 43 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 41 36
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+ 2 - number of points on curve, next line(s) are pointnumbers
+ 42 43
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+ 2 - number of points on curve, next line(s) are pointnumbers
+ 43 41
+ 46 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 41 44
+ 47 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 44 39
+ 48 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 43 45
+ 49 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 45 44
+ 50 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 31 34
+ 51 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 35 46
+ 52 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 46 34
+ 53 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 39 47
+ 54 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 47 46
+ 55 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 44 48
+ 56 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 48 49
+ 57 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 49 47
+ 58 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 45 50
+ 59 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 50 48
+ 60 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 45 51
+ 61 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 51 52
+ 62 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 52 50
+ 63 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 46 53
+ 64 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 53 25
+ 65 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 47 53
+ 66 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 25 54
+ 67 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 54 55
+ 68 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 48 54
+ 69 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 54 56
+ 70 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 56 57
+ 71 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 50 56
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+ 2 - number of points on curve, next line(s) are pointnumbers
+ 58 59
+ 73 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 60 61
+ 74 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 61 62
+ 75 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 62 63
+ 76 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 63 64
+ 77 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 60 65
+[END OF CURVES]
+
+[BOUNDARIES]
+ 26 - Number of boundaries -
+ 0 - Boundary number
+ 1 - number of curves on boundary, next line(s) are curvenumbers
+ 72
+ 1 - Boundary number
+ 7 - number of curves on boundary, next line(s) are curvenumbers
+ 44 48 60 61 62 71 70
+ 2 - Boundary number
+ 9 - number of curves on boundary, next line(s) are curvenumbers
+ 44 48 60 61 62 59 68 69 70
+ 3 - Boundary number
+ 8 - number of curves on boundary, next line(s) are curvenumbers
+ 44 48 60 61 62 59 68 67
+ 4 - Boundary number
+ 12 - number of curves on boundary, next line(s) are curvenumbers
+ 44 48 60 61 62 59 56 57 65 64
+ 66 67
+ 5 - Boundary number
+ 11 - number of curves on boundary, next line(s) are curvenumbers
+ 44 48 60 61 62 59 56 57 65 64
+ 24
+ 6 - Boundary number
+ 12 - number of curves on boundary, next line(s) are curvenumbers
+ 44 48 60 61 62 59 56 57 54 63
+ 64 24
+ 7 - Boundary number
+ 15 - number of curves on boundary, next line(s) are curvenumbers
+ 44 48 60 61 62 59 56 57 54 52
+ 34 19 21 23 24
+ 8 - Boundary number
+ 13 - number of curves on boundary, next line(s) are curvenumbers
+ 44 48 58 59 56 57 54 52 34 19
+ 21 23 24
+ 9 - Boundary number
+ 13 - number of curves on boundary, next line(s) are curvenumbers
+ 44 48 49 55 56 57 54 52 34 19
+ 21 23 24
+ 10 - Boundary number
+ 12 - number of curves on boundary, next line(s) are curvenumbers
+ 44 48 49 47 53 54 52 34 19 21
+ 23 24
+ 11 - Boundary number
+ 12 - number of curves on boundary, next line(s) are curvenumbers
+ 44 48 49 47 41 51 52 34 19 21
+ 23 24
+ 12 - Boundary number
+ 12 - number of curves on boundary, next line(s) are curvenumbers
+ 44 48 49 47 41 36 50 34 19 21
+ 23 24
+ 13 - Boundary number
+ 14 - number of curves on boundary, next line(s) are curvenumbers
+ 44 48 49 47 41 36 31 32 33 34
+ 19 21 23 24
+ 14 - Boundary number
+ 14 - number of curves on boundary, next line(s) are curvenumbers
+ 44 45 46 47 41 36 31 32 33 34
+ 19 21 23 24
+ 15 - Boundary number
+ 16 - number of curves on boundary, next line(s) are curvenumbers
+ 44 45 43 38 39 40 41 36 31 32
+ 33 34 19 21 23 24
+ 16 - Boundary number
+ 15 - number of curves on boundary, next line(s) are curvenumbers
+ 42 43 38 39 40 41 36 31 32 33
+ 34 19 21 23 24
+ 17 - Boundary number
+ 15 - number of curves on boundary, next line(s) are curvenumbers
+ 1 37 38 39 40 41 36 31 32 33
+ 34 19 21 23 24
+ 18 - Boundary number
+ 13 - number of curves on boundary, next line(s) are curvenumbers
+ 1 2 25 35 36 31 32 33 34 19
+ 21 23 24
+ 19 - Boundary number
+ 13 - number of curves on boundary, next line(s) are curvenumbers
+ 1 2 25 26 30 31 32 33 34 19
+ 21 23 24
+ 20 - Boundary number
+ 13 - number of curves on boundary, next line(s) are curvenumbers
+ 1 2 25 26 27 28 29 7 18 19
+ 21 23 24
+ 21 - Boundary number
+ 12 - number of curves on boundary, next line(s) are curvenumbers
+ 1 2 3 4 5 6 7 18 19 21
+ 23 24
+ 22 - Boundary number
+ 15 - number of curves on boundary, next line(s) are curvenumbers
+ 1 2 3 4 5 6 7 18 19 21
+ 22 12 13 14 17
+ 23 - Boundary number
+ 16 - number of curves on boundary, next line(s) are curvenumbers
+ 1 2 3 4 5 6 7 18 19 20
+ 10 11 12 13 14 17
+ 24 - Boundary number
+ 15 - number of curves on boundary, next line(s) are curvenumbers
+ 1 2 3 4 5 6 7 8 9 10
+ 11 12 13 14 17
+ 25 - Boundary number
+ 16 - number of curves on boundary, next line(s) are curvenumbers
+ 1 2 3 4 5 6 7 8 9 10
+ 11 12 13 14 15 16
+[END OF BOUNDARIES]
+
+[USE PROBABILISTIC DEFAULTS BOUNDARIES]
+ 26 - Number of boundaries -
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES]
+
+[STDV BOUNDARIES]
+ 26 - Number of boundaries -
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
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+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
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+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+[END OF STDV BOUNDARIES]
+
+[DISTRIBUTION BOUNDARIES]
+ 26 - Number of boundaries -
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+[END OF DISTRIBUTION BOUNDARIES]
+
+[PIEZO LINES]
+ 2 - Number of piezometric level lines -
+ 1 - PlLine number
+ 4 - number of curves on PlLine, next line(s) are curvenumbers
+ 73 74 75 76
+ 2 - PlLine number
+ 1 - number of curves on PlLine, next line(s) are curvenumbers
+ 77
+[END OF PIEZO LINES]
+
+[PHREATIC LINE]
+ 1 - Number of the piezometric level line acting as phreatic line -
+[END OF PHREATIC LINE]
+
+[WORLD CO-ORDINATES]
+ 0.000 - X world 1 -
+ 0.000 - Y world 1 -
+ 0.000 - X world 2 -
+ 0.000 - Y world 2 -
+[END OF WORLD CO-ORDINATES]
+
+[LAYERS]
+ 25 - Number of layers -
+ 1 - Layer number, next line is material of layer
+ Residual Soil (L) 3-3
+ 2 - Piezometric level line at top of layer
+ 2 - Piezometric level line at bottom of layer
+ 1 - Boundarynumber at top of layer
+ 0 - Boundarynumber at bottom of layer
+ 2 - Layer number, next line is material of layer
+ FC(L) Zone2 3-3
+ 99 - Piezometric level line at top of layer
+ 99 - Piezometric level line at bottom of layer
+ 2 - Boundarynumber at top of layer
+ 1 - Boundarynumber at bottom of layer
+ 3 - Layer number, next line is material of layer
+ FC(L) 3-3
+ 99 - Piezometric level line at top of layer
+ 99 - Piezometric level line at bottom of layer
+ 3 - Boundarynumber at top of layer
+ 2 - Boundarynumber at bottom of layer
+ 4 - Layer number, next line is material of layer
+ UMC(L) Zone1 3-3
+ 99 - Piezometric level line at top of layer
+ 99 - Piezometric level line at bottom of layer
+ 4 - Boundarynumber at top of layer
+ 3 - Boundarynumber at bottom of layer
+ 5 - Layer number, next line is material of layer
+ UMC(L) 3-3
+ 99 - Piezometric level line at top of layer
+ 99 - Piezometric level line at bottom of layer
+ 5 - Boundarynumber at top of layer
+ 4 - Boundarynumber at bottom of layer
+ 6 - Layer number, next line is material of layer
+ Sand 3-3
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 6 - Boundarynumber at top of layer
+ 5 - Boundarynumber at bottom of layer
+ 7 - Layer number, next line is material of layer
+ Sand 3-3
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 7 - Boundarynumber at top of layer
+ 6 - Boundarynumber at bottom of layer
+ 8 - Layer number, next line is material of layer
+ CB 3-3
+ 99 - Piezometric level line at top of layer
+ 99 - Piezometric level line at bottom of layer
+ 8 - Boundarynumber at top of layer
+ 7 - Boundarynumber at bottom of layer
+ 9 - Layer number, next line is material of layer
+ CB 3-3
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 9 - Boundarynumber at top of layer
+ 8 - Boundarynumber at bottom of layer
+ 10 - Layer number, next line is material of layer
+ CB 3-3
+ 99 - Piezometric level line at top of layer
+ 99 - Piezometric level line at bottom of layer
+ 10 - Boundarynumber at top of layer
+ 9 - Boundarynumber at bottom of layer
+ 11 - Layer number, next line is material of layer
+ CB 3-3
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 11 - Boundarynumber at top of layer
+ 10 - Boundarynumber at bottom of layer
+ 12 - Layer number, next line is material of layer
+ CB 3-3
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 12 - Boundarynumber at top of layer
+ 11 - Boundarynumber at bottom of layer
+ 13 - Layer number, next line is material of layer
+ CB 3-3
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 13 - Boundarynumber at top of layer
+ 12 - Boundarynumber at bottom of layer
+ 14 - Layer number, next line is material of layer
+ FC(M) Zone4 3-3
+ 99 - Piezometric level line at top of layer
+ 99 - Piezometric level line at bottom of layer
+ 14 - Boundarynumber at top of layer
+ 13 - Boundarynumber at bottom of layer
+ 15 - Layer number, next line is material of layer
+ UMC(M) Zone3 3-3
+ 99 - Piezometric level line at top of layer
+ 99 - Piezometric level line at bottom of layer
+ 15 - Boundarynumber at top of layer
+ 14 - Boundarynumber at bottom of layer
+ 16 - Layer number, next line is material of layer
+ FC(M) 3-3
+ 99 - Piezometric level line at top of layer
+ 99 - Piezometric level line at bottom of layer
+ 16 - Boundarynumber at top of layer
+ 15 - Boundarynumber at bottom of layer
+ 17 - Layer number, next line is material of layer
+ UMC(M) 3-3
+ 99 - Piezometric level line at top of layer
+ 99 - Piezometric level line at bottom of layer
+ 17 - Boundarynumber at top of layer
+ 16 - Boundarynumber at bottom of layer
+ 18 - Layer number, next line is material of layer
+ Sand 3-3
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 18 - Boundarynumber at top of layer
+ 17 - Boundarynumber at bottom of layer
+ 19 - Layer number, next line is material of layer
+ Sand 3-3
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 19 - Boundarynumber at top of layer
+ 18 - Boundarynumber at bottom of layer
+ 20 - Layer number, next line is material of layer
+ Sand 3-3
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 20 - Boundarynumber at top of layer
+ 19 - Boundarynumber at bottom of layer
+ 21 - Layer number, next line is material of layer
+ Revetment 3-3
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 21 - Boundarynumber at top of layer
+ 20 - Boundarynumber at bottom of layer
+ 22 - Layer number, next line is material of layer
+ Sand 3-3
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 22 - Boundarynumber at top of layer
+ 21 - Boundarynumber at bottom of layer
+ 23 - Layer number, next line is material of layer
+ Good Earth 3-3
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 23 - Boundarynumber at top of layer
+ 22 - Boundarynumber at bottom of layer
+ 24 - Layer number, next line is material of layer
+ Good Earth 3-3
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 24 - Boundarynumber at top of layer
+ 23 - Boundarynumber at bottom of layer
+ 25 - Layer number, next line is material of layer
+ Sand 3-3
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 25 - Boundarynumber at top of layer
+ 24 - Boundarynumber at bottom of layer
+[END OF LAYERS]
+
+[LAYERLOADS]
+ - Layers which are loads -
+
+[END OF LAYERLOADS]
+
+[END OF GEOMETRY DATA]
+[RUN IDENTIFICATION TITLES]
+
+
+
+[END OF RUN IDENTIFICATION TITLES]
+[MODEL]
+ 1 : Bishop
+ 1 : C phi
+ 0 : Probabilistic off
+ 1 : Mean
+ 1 : Geotextiles on
+ 1 : Nails on
+ 0 : Zone plot off
+ 0 : Local measurements
+[END OF MODEL]
+[MSEEPNET]
+ Use potential file
+ 0 : Do not use water net of MSeep file
+ 0 : Do not make negative pressures 0
+[END OF MSEEPNET]
+[UNIT WEIGHT WATER]
+ 9.81 : Unit weight water
+[END OF UNIT WEIGHT WATER]
+[DEGREE OF CONSOLIDATION]
+ 25 Number of layers
+ 25 100
+ 24 100 100
+ 23 100 100 100
+ 22 100 100 100 100
+ 21 100 100 100 100 100
+ 20 100 100 100 100 100 100
+ 19 100 100 100 100 100 100 100
+ 18 100 100 100 100 100 100 100 100
+ 17 100 100 100 100 100 100 100 100 100
+ 16 100 100 100 100 100 100 100 100 100 100
+ 15 100 100 100 100 100 100 100 100 100 100
+ 100
+ 14 100 100 100 100 100 100 100 100 100 100
+ 100 100
+ 13 100 100 100 100 100 100 100 100 100 100
+ 100 100 100
+ 12 100 100 100 100 100 100 100 100 100 100
+ 100 100 100 100
+ 11 100 100 100 100 100 100 100 100 100 100
+ 100 100 100 100 100
+ 10 100 100 100 100 100 100 100 100 100 100
+ 100 100 100 100 100 100
+ 9 100 100 100 100 100 100 100 100 100 100
+ 100 100 100 100 100 100 100
+ 8 100 100 100 100 100 100 100 100 100 100
+ 100 100 100 100 100 100 100 100
+ 7 100 100 100 100 100 100 100 100 100 100
+ 100 100 100 100 100 100 100 100 100
+ 6 100 100 100 100 100 100 100 100 100 100
+ 100 100 100 100 100 100 100 100 100 100
+ 5 100 100 100 100 100 100 100 100 100 100
+ 100 100 100 100 100 100 100 100 100 100
+ 100
+ 4 100 100 100 100 100 100 100 100 100 100
+ 100 100 100 100 100 100 100 100 100 100
+ 100 100
+ 3 100 100 100 100 100 100 100 100 100 100
+ 100 100 100 100 100 100 100 100 100 100
+ 100 100 100
+ 2 100 100 100 100 100 100 100 100 100 100
+ 100 100 100 100 100 100 100 100 100 100
+ 100 100 100 100
+ 1 100 100 100 100 100 100 100 100 100 100
+ 100 100 100 100 100 100 100 100 100 100
+ 100 100 100 100 100
+ 0 capillary water not included
+[END OF DEGREE OF CONSOLIDATION]
+[DEGREE TEMPORARY LOADS]
+ 100 100 100 100 100 100 100 100 100 100
+ 100 100 100 100 100 100 100 100 100 100
+ 100 100 100 100 100
+ 0 capillary water not included
+[END OF DEGREE TEMPORARY LOADS]
+[DEGREE EARTH QUAKE]
+ 100 100 100 100 100 100 100 100 100 100
+ 100 100 100 100 100 100 100 100 100 100
+ 100 100 100 100 100
+[END OF DEGREE EARTH QUAKE]
+[CIRCLES]
+ 157.585 179.055 10 X-direction
+ 105.549 121.371 10 Y-direction
+ 95.000 80.000 10 Tangent lines
+ 120.900 0.000 0 no fixed point used
+[END OF CIRCLES]
+[SPENCER SLIP DATA]
+ 0 Number of points
+[END OF SPENCER SLIP DATA]
+[SPENCER SLIP DATA 2]
+ 0 Number of points
+[END OF SPENCER SLIP DATA 2]
+[SPENCER SLIP INTERVAL]
+ 2 : Slip spencer interval
+[END OF SPENCER SLIP INTERVAL]
+[LINE LOADS]
+ 0 = number of items
+[END OF LINE LOADS]
+[UNIFORM LOADS]
+ 1 = number of items
+Uniform Load (1)
+ 33.00 = magnitude
+ 135.00 150.00 = xstart and xend
+ 0.00 = distribution angle
+ 1 = permanent load
+[END OF UNIFORM LOADS]
+[TREE ON SLOPE]
+0.00 = WindForce
+0.00 = XCoordinate
+0.00 = YCoordinate
+10.00 = width of root zone
+0.0 = AngleOfDistribution
+[END OF TREE ON SLOPE]
+[EARTH QUAKE]
+ 0.000 = horizontal acceleration
+ 0.000 = vertical acceleration
+ 0.000 = free water moment factor
+[END OF EARTH QUAKE]
+[SIGMA-TAU CURVES]
+ 0 = number of items
+[END OF SIGMA-TAU CURVES]
+[BOND STRESS DIAGRAMS]
+ 0 = number of items
+[END OF BOND STRESS DIAGRAMS]
+[MEASURED YIELD STRESSES]
+[YIELD STRESSES]
+ 0 = number of items
+[END OF YIELD STRESSES]
+[END OF MEASURED YIELD STRESSES]
+[MINIMAL REQUIRED CIRCLE DEPTH]
+ 0.00 [m]
+[END OF MINIMAL REQUIRED CIRCLE DEPTH]
+[SLIP CIRCLE SELECTION]
+IsMinXEntryUsed=0
+IsMaxXEntryUsed=0
+XEntryMin=0.00
+XEntryMax=0.00
+[END OF SLIP CIRCLE SELECTION]
+[START VALUE SAFETY FACTOR]
+ 1.000 [-]
+[END OF START VALUE SAFETY FACTOR]
+[REFERENCE LEVEL SU]
+ 16.000 Excavation gamma above freatic level
+ 18.000 Excavation gamma below freatic level
+ 0 number of points
+[END OF REFERENCE LEVEL SU]
+
+[LIFT SLIP DATA]
+ 120.900 120.900 1 X-direction Left
+ 0.000 0.000 1 Y-direction Left
+ 120.900 120.900 1 X-direction Right
+ 0.000 0.000 1 Y-direction Right
+ 0.000 0.000 1 Y-direction tangent lines
+ 0 Automatic grid calculation (1)
+[END OF LIFT SLIP DATA]
+[EXTERNAL WATER LEVELS]
+ 0 = No water data used
+ 0.00 = Design level
+ 0.30 = Decimate height
+ 1 norm = 1/10000
+ 1 = number of items
+Water data (1)
+ 1 = Phreatic line
+ 0.00 = Level
+ Piezo lines
+ 25 - Number of layers
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+[END OF EXTERNAL WATER LEVELS]
+[MODEL FACTOR]
+ 1.00 = Limit value stability factor
+ 0.08 = Standard deviation for limit value stability factor
+ 0.00 = Reference standard deviation for degree of consolidation
+ 100.00 = Length of the section
+ 0 = Use contribution of end section
+ 0.00 = Lateral stress ratio
+ 0.25 = Coefficient of variation contribution edge of section
+[END OF MODEL FACTOR]
+[CALCULATION OPTIONS]
+MoveCalculationGrid=1
+ProbCalculationType=2
+SearchMethod=0
+[END OF CALCULATION OPTIONS]
+[PROBABILISTIC DEFAULTS]
+CohesionVariationTotal=0.25
+CohesionDesignPartial=1.25
+CohesionDesignStdDev=-1.65
+CohesionDistribution=3
+PhiVariationTotal=0.15
+PhiDesignPartial=1.10
+PhiDesignStdDev=-1.65
+PhiDistribution=3
+StressTableVariationTotal=0.20
+StressTableDesignPartial=1.15
+StressTableDesignStdDev=-1.65
+StressTableDistribution=3
+RatioCuPcVariationTotal=0.25
+RatioCuPcDesignPartial=1.15
+RatioCuPcDesignStdDev=-1.65
+RatioCuPcDistribution=3
+CuVariationTotal=0.25
+CuDesignPartial=1.15
+CuDesignStdDev=-1.65
+CuDistribution=3
+POPVariationTotal=0.10
+POPDesignPartial=1.10
+POPDesignStdDev=-1.65
+POPDistribution=3
+CompressionRatioVariationTotal=0.25
+CompressionRatioDesignPartial=1.00
+CompressionRatioDesignStdDev=0.00
+CompressionRatioDistribution=3
+ConsolidationCoefTotalStdDev=20.00
+ConsolidationCoefDesignPartial=1.00
+ConsolidationCoefDesignStdDev=1.65
+ConsolidationCoefDistribution=2
+HydraulicPressureTotalStdDev=0.50
+HydraulicPressureDesignPartial=1.00
+HydraulicPressureDesignStdDev=1.65
+HydraulicPressureDistribution=3
+LimitValueBishopMean=1.00
+LimitValueBishopStdDev=0.08
+LimitValueBishopDistribution=3
+LimitValueVanMean=0.95
+LimitValueVanStdDev=0.08
+LimitValueVanDistribution=3
+[END OF PROBABILISTIC DEFAULTS]
+[NEWZONE PLOT DATA]
+ 0.00 = Diketable Height [m]
+ 117.90 = Width top rest profile [m]
+ 120.90 = X co-ordinate indicating start of zone [m]
+ 0.00 = Boundary of M.H.W influence at X [m]
+ 0.00 = Boundary of M.H.W influence at Y [m]
+ 1.19 = Required safety in zone 1a
+ 1.11 = Required safety in zone 1b
+ 1.00 = Required safety in zone 2a
+ 120.90 = Required safety in zone 2b
+ 119.90 = Left side minimum road [m]
+ 0.00 = Right side minimum road [m]
+ 0.90 = Required safety in zone 3a
+ 0.00 = Required safety in zone 3b
+ 0 Stability calculation at left side
+ 0.00 = Remolding reduction factor
+ 0.00 = Schematization reduction factor
+ 0 Overtopping condition more then 0.1 l/m/s
+[END OF NEWZONE PLOT DATA]
+[HORIZONTAL BALANCE]
+HorizontalBalanceXLeft=0.000
+HorizontalBalanceXRight=0.000
+HorizontalBalanceYTop=0.00
+HorizontalBalanceYBottom=0.00
+HorizontalBalanceNYInterval=1
+[END OF HORIZONTAL BALANCE]
+[REQUESTED CIRCLE SLICES]
+ 30 = number of slices
+[END OF REQUESTED CIRCLE SLICES]
+[REQUESTED LIFT SLICES]
+ 50 = number of slices
+[END OF REQUESTED LIFT SLICES]
+[REQUESTED SPENCER SLICES]
+ 50 = number of slices
+[END OF REQUESTED SPENCER SLICES]
+[SOIL RESISTANCE]
+SoilResistanceDowelAction=1
+SoilResistancePullOut=1
+[END OF SOIL RESISTANCE]
+[GENETIC ALGORITHM OPTIONS BISHOP]
+PopulationCount=30
+GenerationCount=30
+EliteCount=2
+MutationRate=0.200
+CrossOverScatterFraction=1.000
+CrossOverSinglePointFraction=0.000
+CrossOverDoublePointFraction=0.000
+MutationJumpFraction=1.000
+MutationCreepFraction=0.000
+MutationInverseFraction=0.000
+MutationCreepReduction=0.050
+[END OF GENETIC ALGORITHM OPTIONS BISHOP]
+[GENETIC ALGORITHM OPTIONS LIFTVAN]
+PopulationCount=40
+GenerationCount=40
+EliteCount=2
+MutationRate=0.250
+CrossOverScatterFraction=1.000
+CrossOverSinglePointFraction=0.000
+CrossOverDoublePointFraction=0.000
+MutationJumpFraction=1.000
+MutationCreepFraction=0.000
+MutationInverseFraction=0.000
+MutationCreepReduction=0.050
+[END OF GENETIC ALGORITHM OPTIONS LIFTVAN]
+[GENETIC ALGORITHM OPTIONS SPENCER]
+PopulationCount=50
+GenerationCount=50
+EliteCount=2
+MutationRate=0.300
+CrossOverScatterFraction=0.000
+CrossOverSinglePointFraction=0.700
+CrossOverDoublePointFraction=0.300
+MutationJumpFraction=0.000
+MutationCreepFraction=0.900
+MutationInverseFraction=0.100
+MutationCreepReduction=0.050
+[END OF GENETIC ALGORITHM OPTIONS SPENCER]
+[MODEL SPECIAL]
+IsAlternativeStrength=0
+IsAdditionalPorePressure=0
+[END OF MODEL SPECIAL]
+[NAIL TYPE DEFAULTS]
+NailTypeLengthNail=0.00
+NailTypeDiameterNail=0.00
+NailTypeDiameterGrout=0.00
+NailTypeYieldForceNail=0.00
+NailTypePlasticMomentNail=0.00
+NailTypeBendingStiffnessNail=0.00E+00
+NailTypeUseFacingOrBearingPlate=0
+[END OF NAIL TYPE DEFAULTS]
+[End of Input Data]
+
+[ZONE RESULTS]
+[Column Indication]
+X-Centrepoint
+Y-Centrepoint
+Radius
+Stability factor
+[End of Column Indication]
+[Data]
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+ 159.383 157.867 72.093 72.371 103.061 103.562
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+ 168.576 166.659 71.884 71.721 100.025 100.658
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+ 174.615 173.800 73.137 72.900 98.300 98.300
+ 174.646 174.615 73.147 73.137 98.300 98.300
+ 177.098 174.646 74.000 73.147 98.300 98.300
+ 178.300 177.098 74.498 74.000 98.300 98.300
+ 179.700 178.300 75.147 74.498 97.600 98.300
+ 179.720 179.700 75.157 75.147 97.590 97.600
+ 182.300 179.720 76.571 75.157 96.300 97.590
+ 184.300 182.300 77.882 76.571 96.300 96.300
+ 186.880 184.300 79.899 77.882 97.590 96.300
+ 186.900 186.880 79.917 79.899 97.600 97.590
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+ 197.839 197.678 98.300 97.600 98.300 98.300
+[End of Data]
+[End of SliceGeometry]
+[strength and Loads]
+[Column Indication]
+CohBottom
+PhiBottom
+Dilatancy
+Cu
+K0
+PoreOnSurface
+YFrea
+HPoreOnSurface
+VPoreOnSurface
+Weight
+ExternalLoad
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+[End of Column Indication]
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+ 27.270 0.000 0.000 27.270 0.000 0.000 97.590 0.000 -0.000 480.890 0.000 0.000 4
+ 27.270 0.000 0.000 27.270 0.000 0.000 97.590 -0.000 -0.000 539.246 0.000 0.000 4
+ 27.270 0.000 0.000 27.270 0.000 0.000 97.590 -0.000 -0.000 7.481 0.000 0.000 4
+ 27.270 0.000 0.000 27.270 0.000 6.327 97.590 -8.162 -16.325 903.446 0.000 0.000 4
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+ 27.270 0.000 0.000 27.270 0.000 6.327 97.590 8.162 -16.325 783.273 0.000 0.000 4
+ 27.270 0.000 0.000 27.270 0.000 0.000 97.590 0.000 -0.000 6.017 0.000 0.000 4
+ 27.270 0.000 0.000 27.270 0.000 0.000 97.590 0.000 -0.000 416.038 0.000 0.000 4
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+ 27.270 0.000 0.000 27.270 0.000 0.000 97.590 0.000 -0.000 420.399 0.000 0.000 4
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+ 0.000 23.300 23.300 0.000 0.000 0.000 97.590 0.000 -0.000 0.998 0.000 0.000 1
+[End of Data]
+[End of Strength and Loads]
+[Stresses]
+[Column Indication]
+TotalStress
+EffectiveStress
+HydrostaticPore
+AanpasPore
+PnLinePore
+ShearStress
+NormalStress
+LoadStress
+NormalStress
+WaterLoadStress
+TotalPore
+[End of Column Indication]
+[Data]
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+ 496.417 186.547 254.042 0.000 309.871 25.389 187.266 0.000 187.266 0.000 309.871
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+ 449.730 148.268 247.582 0.000 301.461 25.389 153.404 0.000 153.404 0.000 301.461
+ 432.845 136.114 243.945 0.000 296.731 25.389 142.587 0.000 142.587 0.000 296.731
+ 422.953 129.991 241.046 0.000 292.962 25.389 137.383 0.000 137.383 0.000 292.962
+ 420.468 129.078 239.836 0.000 291.390 25.389 136.830 0.000 136.830 0.000 291.390
+ 412.111 126.222 235.604 0.000 285.890 25.389 135.064 0.000 135.064 0.000 285.890
+ 399.996 122.712 228.977 0.000 277.283 26.009 133.485 0.000 133.485 0.000 277.283
+ 385.176 115.197 223.349 0.000 269.979 26.009 127.273 0.000 127.273 0.000 269.979
+ 374.042 108.261 220.114 0.000 265.781 26.009 121.076 0.000 121.076 0.000 265.781
+ 356.500 99.778 213.131 0.000 256.722 26.009 114.041 0.000 114.041 0.000 256.722
+ 329.037 89.638 199.767 0.000 239.399 26.009 106.691 0.000 106.691 0.000 239.399
+ 309.922 91.671 183.442 0.000 218.251 26.009 112.023 0.000 112.023 0.000 218.251
+ 300.848 95.519 173.461 0.000 205.330 26.009 117.998 0.000 117.998 0.000 205.330
+ 297.170 100.080 167.096 0.000 197.090 26.009 123.882 0.000 123.882 0.000 197.090
+ 280.215 102.275 152.296 0.000 177.940 26.009 128.299 0.000 128.299 0.000 177.940
+ 251.435 97.310 133.882 0.000 154.125 26.009 123.334 0.000 123.334 0.000 154.125
+ 217.672 91.496 112.264 0.000 126.176 26.009 117.521 0.000 117.521 0.000 126.176
+ 171.385 83.549 82.600 0.000 87.836 26.009 109.573 0.000 109.573 0.000 87.836
+ 143.230 78.655 64.574 0.000 64.574 44.590 108.555 0.000 108.555 0.000 64.574
+ 77.812 45.568 32.245 0.000 32.245 25.832 62.890 0.000 62.890 0.000 32.245
+ 12.479 12.479 0.000 0.000 0.000 7.074 17.222 0.000 17.222 0.000 0.000
+ 6.195 6.195 0.000 0.000 0.000 3.512 8.550 0.000 8.550 0.000 0.000
+[End of Data]
+[End of Stresses]
+[CUCalculates results}
+[Column Indication]
+PreLoadStress
+Yieldstress
+POP
+OCR
+Exponent
+SFactor
+AdditionalFactorLEM
+[End of Column Indication]
+[Data]
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+ 0.000 0.000 0.000 0.000 0.800 0.220 1.000
+ 0.000 0.000 0.000 0.000 0.800 0.100 1.000
+ 0.000 0.000 0.000 0.000 0.800 0.100 1.000
+ 0.000 0.000 0.000 0.000 0.800 0.100 1.000
+ 0.000 0.000 0.000 0.000 0.800 0.100 1.000
+[End of Data]
+[End of CUCalculates results}
+[End of Dump]
+
+[CALCULATION TIME]
+00:00:09
+[END OF CALCULATION TIME]
+
+[End of Dump File]
Index: IssueRelatedData/MWDAM-1295/DAMLive/runDamLiveIn.bat
===================================================================
diff -u
--- IssueRelatedData/MWDAM-1295/DAMLive/runDamLiveIn.bat (revision 0)
+++ IssueRelatedData/MWDAM-1295/DAMLive/runDamLiveIn.bat (revision 2666)
@@ -0,0 +1 @@
+DamLive.exe -d c:\Damlivefinalin\damlive\PulauTekong.damx -i c:\Damlivefinalin\damlive\live.InputTimeSeries_short.xml -o c:\Damlivefinalin\damlive\live.OutputTimeSeries.xml -p c:\Damlivefinalin\damlive\live.ParametersFile.xml >echorundamLive.txt
Index: IssueRelatedData/MWDAM-1295/Damlivefinalin/damlive/PulauTekong.geometries2D.0/Section1_SingaporeCrossSection.sti
===================================================================
diff -u
--- IssueRelatedData/MWDAM-1295/Damlivefinalin/damlive/PulauTekong.geometries2D.0/Section1_SingaporeCrossSection.sti (revision 0)
+++ IssueRelatedData/MWDAM-1295/Damlivefinalin/damlive/PulauTekong.geometries2D.0/Section1_SingaporeCrossSection.sti (revision 2666)
@@ -0,0 +1,1475 @@
+Input file for D-Geo Stability : Stability of earth slopes.
+==============================================================================
+COMPANY : Stichting Deltares
+
+DATE : 9/17/2018
+TIME : 2:36:22 PM
+FILENAME : D:\DamLive\workbin_17sep_Inward\csv files\Geometries\Section1_SingaporeCrossSection.sti
+CREATED BY : D-Geo Stability version 18.1.1.3
+========================== BEGINNING OF DATA ==========================
+[VERSION]
+Soil=1003
+Geometry=1000
+StressCurve=1000
+BondStressDiagram=1000
+YieldStress=1001
+D-Geo Stability=1008
+[END OF VERSION]
+
+[SOIL COLLECTION]
+ 8 = number of items
+[SOIL]
+Sand
+SoilColor=851951
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=17.64
+SoilGamWet=19.85
+SoilRestSlope=0
+SoilCohesion=0.00
+SoilPhi=23.07
+SoilDilatancy=23.07
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=0
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilStrengthIncreaseExponent=0.80
+SoilPOPTop=0.00
+SoilPOPBottom=0.00
+SoilAdditionalFactorLEM=1.00
+SoilPc=0.00E+00
+SoilPOP=0.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=1
+SoilStdCohesion=0.00
+SoilStdPhi=0.00
+SoilStdRatioCuPc=0.00
+SoilStdRatioCuPcPassive=0.00
+SoilStdRatioCuPcActive=0.00
+SoilStdCu=0.00
+SoilStdCuTop=0.00
+SoilStdCuGradient=0.00
+SoilStdPn=0.20
+SoilDistCohesion=3
+SoilDistPhi=3
+SoilDistStressTable=3
+SoilDistRatioCuPc=3
+SoilDistRatioCuPcPassive=3
+SoilDistRatioCuPcActive=3
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+SoilDistPn=3
+SoilCorrelationCPhi=0.00
+SoilRatioCuPcPassive=0.00
+SoilRatioCuPcActive=0.00
+SoilCuPassiveTop=0.00
+SoilCuPassiveBottom=0.00
+SoilCuActiveTop=0.00
+SoilCuActiveBottom=0.00
+SoilUniformRatioCuPc=1
+SoilUniformCu=1
+SoilDesignPartialCohesion=1.25
+SoilDesignStdCohesion=-1.65
+SoilDesignPartialPhi=1.10
+SoilDesignStdPhi=-1.65
+SoilDesignPartialStressTable=1.15
+SoilDesignStdStressTable=-1.65
+SoilDesignPartialRatioCuPc=1.15
+SoilDesignStdRatioCuPc=-1.65
+SoilDesignPartialCu=1.15
+SoilDesignStdCu=-1.65
+SoilDesignPartialPOP=1.10
+SoilDesignStdPOP=-1.65
+SoilDesignPartialRRatio=1.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=50.00
+SoilVertFluctScaleCoh=0.25
+SoilNumberOfTestsCoh=1
+SoilVarianceRatioCoh=0.75
+SoilHorFluctScalePhi=50.00
+SoilVertFluctScalePhi=0.25
+SoilNumberOfTestsPhi=1
+SoilVarianceRatioPhi=0.75
+SoilRRatio=1.0000000
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[SOIL]
+RS(L) (1)
+SoilColor=7187949
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=19.00
+SoilGamWet=19.00
+SoilRestSlope=0
+SoilCohesion=0.00
+SoilPhi=20.64
+SoilDilatancy=20.64
+SoilCuTop=41.10
+SoilCuBottom=101.30
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=4
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilStrengthIncreaseExponent=0.80
+SoilPOPTop=0.00
+SoilPOPBottom=0.00
+SoilAdditionalFactorLEM=1.00
+SoilPc=0.00E+00
+SoilPOP=0.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=1
+SoilStdCohesion=0.00
+SoilStdPhi=0.00
+SoilStdRatioCuPc=0.00
+SoilStdRatioCuPcPassive=0.00
+SoilStdRatioCuPcActive=0.00
+SoilStdCu=0.00
+SoilStdCuTop=0.00
+SoilStdCuGradient=0.00
+SoilStdPn=0.20
+SoilDistCohesion=3
+SoilDistPhi=3
+SoilDistStressTable=3
+SoilDistRatioCuPc=3
+SoilDistRatioCuPcPassive=3
+SoilDistRatioCuPcActive=3
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+SoilDistPn=3
+SoilCorrelationCPhi=0.00
+SoilRatioCuPcPassive=0.00
+SoilRatioCuPcActive=0.00
+SoilCuPassiveTop=0.00
+SoilCuPassiveBottom=0.00
+SoilCuActiveTop=0.00
+SoilCuActiveBottom=0.00
+SoilUniformRatioCuPc=1
+SoilUniformCu=1
+SoilDesignPartialCohesion=1.25
+SoilDesignStdCohesion=-1.65
+SoilDesignPartialPhi=1.10
+SoilDesignStdPhi=-1.65
+SoilDesignPartialStressTable=1.15
+SoilDesignStdStressTable=-1.65
+SoilDesignPartialRatioCuPc=1.15
+SoilDesignStdRatioCuPc=-1.65
+SoilDesignPartialCu=1.15
+SoilDesignStdCu=-1.65
+SoilDesignPartialPOP=1.10
+SoilDesignStdPOP=-1.65
+SoilDesignPartialRRatio=1.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=50.00
+SoilVertFluctScaleCoh=0.25
+SoilNumberOfTestsCoh=1
+SoilVarianceRatioCoh=0.75
+SoilHorFluctScalePhi=50.00
+SoilVertFluctScalePhi=0.25
+SoilNumberOfTestsPhi=1
+SoilVarianceRatioPhi=0.75
+SoilRRatio=1.0000000
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[SOIL]
+Good Earth (1)
+SoilColor=13827451
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=17.00
+SoilGamWet=17.00
+SoilRestSlope=0
+SoilCohesion=15.00
+SoilPhi=0.00
+SoilDilatancy=0.00
+SoilCuTop=15.00
+SoilCuBottom=15.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=4
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilStrengthIncreaseExponent=0.80
+SoilPOPTop=0.00
+SoilPOPBottom=0.00
+SoilAdditionalFactorLEM=1.00
+SoilPc=0.00E+00
+SoilPOP=0.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=1
+SoilStdCohesion=0.00
+SoilStdPhi=0.00
+SoilStdRatioCuPc=0.00
+SoilStdRatioCuPcPassive=0.00
+SoilStdRatioCuPcActive=0.00
+SoilStdCu=0.00
+SoilStdCuTop=0.00
+SoilStdCuGradient=0.00
+SoilStdPn=0.20
+SoilDistCohesion=3
+SoilDistPhi=3
+SoilDistStressTable=3
+SoilDistRatioCuPc=3
+SoilDistRatioCuPcPassive=3
+SoilDistRatioCuPcActive=3
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+SoilDistPn=3
+SoilCorrelationCPhi=0.00
+SoilRatioCuPcPassive=0.00
+SoilRatioCuPcActive=0.00
+SoilCuPassiveTop=0.00
+SoilCuPassiveBottom=0.00
+SoilCuActiveTop=0.00
+SoilCuActiveBottom=0.00
+SoilUniformRatioCuPc=1
+SoilUniformCu=1
+SoilDesignPartialCohesion=1.25
+SoilDesignStdCohesion=-1.65
+SoilDesignPartialPhi=1.10
+SoilDesignStdPhi=-1.65
+SoilDesignPartialStressTable=1.15
+SoilDesignStdStressTable=-1.65
+SoilDesignPartialRatioCuPc=1.15
+SoilDesignStdRatioCuPc=-1.65
+SoilDesignPartialCu=1.15
+SoilDesignStdCu=-1.65
+SoilDesignPartialPOP=1.10
+SoilDesignStdPOP=-1.65
+SoilDesignPartialRRatio=1.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=50.00
+SoilVertFluctScaleCoh=0.25
+SoilNumberOfTestsCoh=1
+SoilVarianceRatioCoh=0.75
+SoilHorFluctScalePhi=50.00
+SoilVertFluctScalePhi=0.25
+SoilNumberOfTestsPhi=1
+SoilVarianceRatioPhi=0.75
+SoilRRatio=1.0000000
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[SOIL]
+Revetment
+SoilColor=9544960
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=17.64
+SoilGamWet=19.85
+SoilRestSlope=0
+SoilCohesion=0.00
+SoilPhi=25.00
+SoilDilatancy=25.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=0
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilStrengthIncreaseExponent=0.80
+SoilPOPTop=0.00
+SoilPOPBottom=0.00
+SoilAdditionalFactorLEM=1.00
+SoilPc=0.00E+00
+SoilPOP=0.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=1
+SoilStdCohesion=0.00
+SoilStdPhi=0.00
+SoilStdRatioCuPc=0.00
+SoilStdRatioCuPcPassive=0.00
+SoilStdRatioCuPcActive=0.00
+SoilStdCu=0.00
+SoilStdCuTop=0.00
+SoilStdCuGradient=0.00
+SoilStdPn=0.20
+SoilDistCohesion=3
+SoilDistPhi=3
+SoilDistStressTable=3
+SoilDistRatioCuPc=3
+SoilDistRatioCuPcPassive=3
+SoilDistRatioCuPcActive=3
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+SoilDistPn=3
+SoilCorrelationCPhi=0.00
+SoilRatioCuPcPassive=0.00
+SoilRatioCuPcActive=0.00
+SoilCuPassiveTop=0.00
+SoilCuPassiveBottom=0.00
+SoilCuActiveTop=0.00
+SoilCuActiveBottom=0.00
+SoilUniformRatioCuPc=1
+SoilUniformCu=1
+SoilDesignPartialCohesion=1.25
+SoilDesignStdCohesion=-1.65
+SoilDesignPartialPhi=1.10
+SoilDesignStdPhi=-1.65
+SoilDesignPartialStressTable=1.15
+SoilDesignStdStressTable=-1.65
+SoilDesignPartialRatioCuPc=1.15
+SoilDesignStdRatioCuPc=-1.65
+SoilDesignPartialCu=1.15
+SoilDesignStdCu=-1.65
+SoilDesignPartialPOP=1.10
+SoilDesignStdPOP=-1.65
+SoilDesignPartialRRatio=1.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=50.00
+SoilVertFluctScaleCoh=0.25
+SoilNumberOfTestsCoh=1
+SoilVarianceRatioCoh=0.75
+SoilHorFluctScalePhi=50.00
+SoilVertFluctScalePhi=0.25
+SoilNumberOfTestsPhi=1
+SoilVarianceRatioPhi=0.75
+SoilRRatio=1.0000000
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[SOIL]
+Tekong (1)
+SoilColor=6270895
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=19.85
+SoilGamWet=19.85
+SoilRestSlope=0
+SoilCohesion=15.00
+SoilPhi=0.00
+SoilDilatancy=0.00
+SoilCuTop=15.00
+SoilCuBottom=15.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=4
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilStrengthIncreaseExponent=0.80
+SoilPOPTop=0.00
+SoilPOPBottom=0.00
+SoilAdditionalFactorLEM=1.00
+SoilPc=0.00E+00
+SoilPOP=0.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=1
+SoilStdCohesion=0.00
+SoilStdPhi=0.00
+SoilStdRatioCuPc=0.00
+SoilStdRatioCuPcPassive=0.00
+SoilStdRatioCuPcActive=0.00
+SoilStdCu=0.00
+SoilStdCuTop=0.00
+SoilStdCuGradient=0.00
+SoilStdPn=0.20
+SoilDistCohesion=3
+SoilDistPhi=3
+SoilDistStressTable=3
+SoilDistRatioCuPc=3
+SoilDistRatioCuPcPassive=3
+SoilDistRatioCuPcActive=3
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+SoilDistPn=3
+SoilCorrelationCPhi=0.00
+SoilRatioCuPcPassive=0.00
+SoilRatioCuPcActive=0.00
+SoilCuPassiveTop=0.00
+SoilCuPassiveBottom=0.00
+SoilCuActiveTop=0.00
+SoilCuActiveBottom=0.00
+SoilUniformRatioCuPc=1
+SoilUniformCu=1
+SoilDesignPartialCohesion=1.25
+SoilDesignStdCohesion=-1.65
+SoilDesignPartialPhi=1.10
+SoilDesignStdPhi=-1.65
+SoilDesignPartialStressTable=1.15
+SoilDesignStdStressTable=-1.65
+SoilDesignPartialRatioCuPc=1.15
+SoilDesignStdRatioCuPc=-1.65
+SoilDesignPartialCu=1.15
+SoilDesignStdCu=-1.65
+SoilDesignPartialPOP=1.10
+SoilDesignStdPOP=-1.65
+SoilDesignPartialRRatio=1.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=50.00
+SoilVertFluctScaleCoh=0.25
+SoilNumberOfTestsCoh=1
+SoilVarianceRatioCoh=0.75
+SoilHorFluctScalePhi=50.00
+SoilVertFluctScalePhi=0.25
+SoilNumberOfTestsPhi=1
+SoilVarianceRatioPhi=0.75
+SoilRRatio=1.0000000
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[SOIL]
+CB
+SoilColor=7648893
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=13.00
+SoilGamWet=13.00
+SoilRestSlope=0
+SoilCohesion=50.00
+SoilPhi=0.00
+SoilDilatancy=0.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=0
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilStrengthIncreaseExponent=0.80
+SoilPOPTop=0.00
+SoilPOPBottom=0.00
+SoilAdditionalFactorLEM=1.00
+SoilPc=0.00E+00
+SoilPOP=0.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=1
+SoilStdCohesion=0.00
+SoilStdPhi=0.00
+SoilStdRatioCuPc=0.00
+SoilStdRatioCuPcPassive=0.00
+SoilStdRatioCuPcActive=0.00
+SoilStdCu=0.00
+SoilStdCuTop=0.00
+SoilStdCuGradient=0.00
+SoilStdPn=0.20
+SoilDistCohesion=3
+SoilDistPhi=3
+SoilDistStressTable=3
+SoilDistRatioCuPc=3
+SoilDistRatioCuPcPassive=3
+SoilDistRatioCuPcActive=3
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+SoilDistPn=3
+SoilCorrelationCPhi=0.00
+SoilRatioCuPcPassive=0.00
+SoilRatioCuPcActive=0.00
+SoilCuPassiveTop=0.00
+SoilCuPassiveBottom=0.00
+SoilCuActiveTop=0.00
+SoilCuActiveBottom=0.00
+SoilUniformRatioCuPc=1
+SoilUniformCu=1
+SoilDesignPartialCohesion=1.25
+SoilDesignStdCohesion=-1.65
+SoilDesignPartialPhi=1.10
+SoilDesignStdPhi=-1.65
+SoilDesignPartialStressTable=1.15
+SoilDesignStdStressTable=-1.65
+SoilDesignPartialRatioCuPc=1.15
+SoilDesignStdRatioCuPc=-1.65
+SoilDesignPartialCu=1.15
+SoilDesignStdCu=-1.65
+SoilDesignPartialPOP=1.10
+SoilDesignStdPOP=-1.65
+SoilDesignPartialRRatio=1.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=50.00
+SoilVertFluctScaleCoh=0.25
+SoilNumberOfTestsCoh=1
+SoilVarianceRatioCoh=0.75
+SoilHorFluctScalePhi=50.00
+SoilVertFluctScalePhi=0.25
+SoilNumberOfTestsPhi=1
+SoilVarianceRatioPhi=0.75
+SoilRRatio=1.0000000
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[SOIL]
+RS(L) above 90.3
+SoilColor=9764853
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=19.00
+SoilGamWet=19.00
+SoilRestSlope=0
+SoilCohesion=24.70
+SoilPhi=18.63
+SoilDilatancy=18.63
+SoilCuTop=24.70
+SoilCuBottom=24.70
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=4
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilStrengthIncreaseExponent=0.80
+SoilPOPTop=0.00
+SoilPOPBottom=0.00
+SoilAdditionalFactorLEM=1.00
+SoilPc=0.00E+00
+SoilPOP=0.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=1
+SoilStdCohesion=0.00
+SoilStdPhi=0.00
+SoilStdRatioCuPc=0.00
+SoilStdRatioCuPcPassive=0.00
+SoilStdRatioCuPcActive=0.00
+SoilStdCu=0.00
+SoilStdCuTop=0.00
+SoilStdCuGradient=0.00
+SoilStdPn=0.20
+SoilDistCohesion=3
+SoilDistPhi=3
+SoilDistStressTable=3
+SoilDistRatioCuPc=3
+SoilDistRatioCuPcPassive=3
+SoilDistRatioCuPcActive=3
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+SoilDistPn=3
+SoilCorrelationCPhi=0.00
+SoilRatioCuPcPassive=0.00
+SoilRatioCuPcActive=0.00
+SoilCuPassiveTop=0.00
+SoilCuPassiveBottom=0.00
+SoilCuActiveTop=0.00
+SoilCuActiveBottom=0.00
+SoilUniformRatioCuPc=1
+SoilUniformCu=1
+SoilDesignPartialCohesion=1.25
+SoilDesignStdCohesion=-1.65
+SoilDesignPartialPhi=1.10
+SoilDesignStdPhi=-1.65
+SoilDesignPartialStressTable=1.15
+SoilDesignStdStressTable=-1.65
+SoilDesignPartialRatioCuPc=1.15
+SoilDesignStdRatioCuPc=-1.65
+SoilDesignPartialCu=1.15
+SoilDesignStdCu=-1.65
+SoilDesignPartialPOP=1.10
+SoilDesignStdPOP=-1.65
+SoilDesignPartialRRatio=1.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=50.00
+SoilVertFluctScaleCoh=0.25
+SoilNumberOfTestsCoh=1
+SoilVarianceRatioCoh=0.75
+SoilHorFluctScalePhi=50.00
+SoilVertFluctScalePhi=0.25
+SoilNumberOfTestsPhi=1
+SoilVarianceRatioPhi=0.75
+SoilRRatio=1.0000000
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[SOIL]
+RS(L) above 83.3
+SoilColor=11316396
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=19.00
+SoilGamWet=19.00
+SoilRestSlope=0
+SoilCohesion=24.70
+SoilPhi=18.63
+SoilDilatancy=18.63
+SoilCuTop=27.30
+SoilCuBottom=27.30
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=4
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilStrengthIncreaseExponent=0.80
+SoilPOPTop=0.00
+SoilPOPBottom=0.00
+SoilAdditionalFactorLEM=1.00
+SoilPc=0.00E+00
+SoilPOP=0.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=1
+SoilStdCohesion=0.00
+SoilStdPhi=0.00
+SoilStdRatioCuPc=0.00
+SoilStdRatioCuPcPassive=0.00
+SoilStdRatioCuPcActive=0.00
+SoilStdCu=0.00
+SoilStdCuTop=0.00
+SoilStdCuGradient=0.00
+SoilStdPn=0.20
+SoilDistCohesion=3
+SoilDistPhi=3
+SoilDistStressTable=3
+SoilDistRatioCuPc=3
+SoilDistRatioCuPcPassive=3
+SoilDistRatioCuPcActive=3
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+SoilDistPn=3
+SoilCorrelationCPhi=0.00
+SoilRatioCuPcPassive=0.00
+SoilRatioCuPcActive=0.00
+SoilCuPassiveTop=0.00
+SoilCuPassiveBottom=0.00
+SoilCuActiveTop=0.00
+SoilCuActiveBottom=0.00
+SoilUniformRatioCuPc=1
+SoilUniformCu=1
+SoilDesignPartialCohesion=1.25
+SoilDesignStdCohesion=-1.65
+SoilDesignPartialPhi=1.10
+SoilDesignStdPhi=-1.65
+SoilDesignPartialStressTable=1.15
+SoilDesignStdStressTable=-1.65
+SoilDesignPartialRatioCuPc=1.15
+SoilDesignStdRatioCuPc=-1.65
+SoilDesignPartialCu=1.15
+SoilDesignStdCu=-1.65
+SoilDesignPartialPOP=1.10
+SoilDesignStdPOP=-1.65
+SoilDesignPartialRRatio=1.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=50.00
+SoilVertFluctScaleCoh=0.25
+SoilNumberOfTestsCoh=1
+SoilVarianceRatioCoh=0.75
+SoilHorFluctScalePhi=50.00
+SoilVertFluctScalePhi=0.25
+SoilNumberOfTestsPhi=1
+SoilVarianceRatioPhi=0.75
+SoilRRatio=1.0000000
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[END OF SOIL COLLECTION]
+
+[GEOMETRY DATA]
+[ACCURACY]
+ 0.0010
+[END OF ACCURACY]
+
+[POINTS]
+ 47 - Number of geometry points -
+ 1 100.000 98.290 0.000
+ 2 72.330 98.290 0.000
+ 3 68.330 96.290 0.000
+ 4 66.330 96.290 0.000
+ 5 62.330 98.290 0.000
+ 6 55.330 98.290 0.000
+ 7 52.330 98.290 0.000
+ 8 15.000 98.300 0.000
+ 9 16.000 98.700 0.000
+ 10 19.730 98.700 0.000
+ 11 32.000 102.500 0.000
+ 12 34.000 102.500 0.000
+ 13 38.000 102.500 0.000
+ 14 40.000 102.500 0.000
+ 15 52.330 98.700 0.000
+ 16 53.800 98.700 0.000
+ 17 16.000 98.300 0.000
+ 18 19.700 98.290 0.000
+ 19 32.000 102.100 0.000
+ 20 34.000 102.100 0.000
+ 21 38.000 102.100 0.000
+ 22 40.000 102.100 0.000
+ 23 15.000 98.300 0.000
+ 24 15.000 98.707 0.000
+ 25 15.000 95.800 0.000
+ 26 35.600 95.800 0.000
+ 27 35.600 102.000 0.000
+ 28 36.400 102.000 0.000
+ 29 36.400 95.800 0.000
+ 30 52.330 95.800 0.000
+ 31 15.000 94.300 0.000
+ 32 35.600 94.300 0.000
+ 33 36.400 94.300 0.000
+ 34 35.600 93.300 0.000
+ 35 36.400 93.300 0.000
+ 36 52.330 94.300 0.000
+ 37 100.000 95.800 0.000
+ 38 100.000 94.300 0.000
+ 39 15.000 83.800 0.000
+ 40 100.000 83.800 0.000
+ 41 15.000 60.000 0.000
+ 42 100.000 60.000 0.000
+ 43 15.000 101.700 0.000
+ 44 32.500 101.700 0.000
+ 45 52.304 98.312 0.000
+ 46 63.658 97.600 0.000
+ 47 100.000 97.600 0.000
+[END OF POINTS]
+
+[CURVES]
+ 47 - Number of curves -
+ 1 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 2 1
+ 2 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 3 2
+ 3 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 4 3
+ 4 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 5 4
+ 5 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 6 5
+ 6 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 7 6
+ 7 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 24 9
+ 8 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 9 10
+ 9 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 10 11
+ 10 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 11 12
+ 11 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 12 13
+ 12 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 13 14
+ 13 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 14 15
+ 14 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 15 16
+ 15 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 16 6
+ 16 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 23 17
+ 17 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 17 18
+ 18 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 18 19
+ 19 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 19 20
+ 20 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 20 12
+ 21 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 13 21
+ 22 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 21 22
+ 23 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 22 7
+ 24 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 25 26
+ 25 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 26 27
+ 26 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 27 28
+ 27 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 28 29
+ 28 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 29 30
+ 29 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 30 7
+ 30 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 31 32
+ 31 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 32 26
+ 32 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 26 29
+ 33 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 32 33
+ 34 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 33 29
+ 35 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 32 34
+ 36 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 34 35
+ 37 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 35 33
+ 38 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 33 36
+ 39 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 36 30
+ 40 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 30 37
+ 41 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 36 38
+ 42 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 39 40
+ 43 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 43 44
+ 44 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 44 45
+ 45 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 45 46
+ 46 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 46 47
+ 47 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 41 42
+[END OF CURVES]
+
+[BOUNDARIES]
+ 13 - Number of boundaries -
+ 0 - Boundary number
+ 1 - number of curves on boundary, next line(s) are curvenumbers
+ 47
+ 1 - Boundary number
+ 1 - number of curves on boundary, next line(s) are curvenumbers
+ 42
+ 2 - Boundary number
+ 6 - number of curves on boundary, next line(s) are curvenumbers
+ 30 35 36 37 38 41
+ 3 - Boundary number
+ 7 - number of curves on boundary, next line(s) are curvenumbers
+ 30 35 36 37 38 39 40
+ 4 - Boundary number
+ 13 - number of curves on boundary, next line(s) are curvenumbers
+ 30 35 36 37 38 39 29 6 5 4
+ 3 2 1
+ 5 - Boundary number
+ 13 - number of curves on boundary, next line(s) are curvenumbers
+ 30 35 36 37 34 28 29 6 5 4
+ 3 2 1
+ 6 - Boundary number
+ 11 - number of curves on boundary, next line(s) are curvenumbers
+ 30 33 34 28 29 6 5 4 3 2
+ 1
+ 7 - Boundary number
+ 11 - number of curves on boundary, next line(s) are curvenumbers
+ 30 31 32 28 29 6 5 4 3 2
+ 1
+ 8 - Boundary number
+ 13 - number of curves on boundary, next line(s) are curvenumbers
+ 30 31 25 26 27 28 29 6 5 4
+ 3 2 1
+ 9 - Boundary number
+ 12 - number of curves on boundary, next line(s) are curvenumbers
+ 24 25 26 27 28 29 6 5 4 3
+ 2 1
+ 10 - Boundary number
+ 15 - number of curves on boundary, next line(s) are curvenumbers
+ 16 17 18 19 20 11 21 22 23 6
+ 5 4 3 2 1
+ 11 - Boundary number
+ 15 - number of curves on boundary, next line(s) are curvenumbers
+ 16 17 18 19 20 11 12 13 14 15
+ 5 4 3 2 1
+ 12 - Boundary number
+ 14 - number of curves on boundary, next line(s) are curvenumbers
+ 7 8 9 10 11 12 13 14 15 5
+ 4 3 2 1
+[END OF BOUNDARIES]
+
+[USE PROBABILISTIC DEFAULTS BOUNDARIES]
+ 13 - Number of boundaries -
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES]
+
+[STDV BOUNDARIES]
+ 13 - Number of boundaries -
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+[END OF STDV BOUNDARIES]
+
+[DISTRIBUTION BOUNDARIES]
+ 13 - Number of boundaries -
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+[END OF DISTRIBUTION BOUNDARIES]
+
+[PIEZO LINES]
+ 1 - Number of piezometric level lines -
+ 1 - PlLine number
+ 4 - number of curves on PlLine, next line(s) are curvenumbers
+ 43 44 45 46
+[END OF PIEZO LINES]
+
+[PHREATIC LINE]
+ 1 - Number of the piezometric level line acting as phreatic line -
+[END OF PHREATIC LINE]
+
+[WORLD CO-ORDINATES]
+ 0.000 - X world 1 -
+ 0.000 - Y world 1 -
+ 0.000 - X world 2 -
+ 0.000 - Y world 2 -
+[END OF WORLD CO-ORDINATES]
+
+[LAYERS]
+ 12 - Number of layers -
+ 1 - Layer number, next line is material of layer
+ RS(L) (1)
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 1 - Boundarynumber at top of layer
+ 0 - Boundarynumber at bottom of layer
+ 2 - Layer number, next line is material of layer
+ RS(L) above 83.3
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 2 - Boundarynumber at top of layer
+ 1 - Boundarynumber at bottom of layer
+ 3 - Layer number, next line is material of layer
+ RS(L) above 90.3
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 3 - Boundarynumber at top of layer
+ 2 - Boundarynumber at bottom of layer
+ 4 - Layer number, next line is material of layer
+ Sand
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 4 - Boundarynumber at top of layer
+ 3 - Boundarynumber at bottom of layer
+ 5 - Layer number, next line is material of layer
+ RS(L) above 90.3
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 5 - Boundarynumber at top of layer
+ 4 - Boundarynumber at bottom of layer
+ 6 - Layer number, next line is material of layer
+ CB
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 6 - Boundarynumber at top of layer
+ 5 - Boundarynumber at bottom of layer
+ 7 - Layer number, next line is material of layer
+ CB
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 7 - Boundarynumber at top of layer
+ 6 - Boundarynumber at bottom of layer
+ 8 - Layer number, next line is material of layer
+ CB
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 8 - Boundarynumber at top of layer
+ 7 - Boundarynumber at bottom of layer
+ 9 - Layer number, next line is material of layer
+ RS(L) above 90.3
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 9 - Boundarynumber at top of layer
+ 8 - Boundarynumber at bottom of layer
+ 10 - Layer number, next line is material of layer
+ Good Earth (1)
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 10 - Boundarynumber at top of layer
+ 9 - Boundarynumber at bottom of layer
+ 11 - Layer number, next line is material of layer
+ Revetment
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 11 - Boundarynumber at top of layer
+ 10 - Boundarynumber at bottom of layer
+ 12 - Layer number, next line is material of layer
+ Revetment
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 12 - Boundarynumber at top of layer
+ 11 - Boundarynumber at bottom of layer
+[END OF LAYERS]
+
+[LAYERLOADS]
+ - Layers which are loads -
+
+[END OF LAYERLOADS]
+
+[END OF GEOMETRY DATA]
+[RUN IDENTIFICATION TITLES]
+
+
+
+[END OF RUN IDENTIFICATION TITLES]
+[MODEL]
+ 1 : Bishop
+ 1 : C phi
+ 0 : Probabilistic off
+ 1 : Mean
+ 1 : Geotextiles on
+ 1 : Nails on
+ 0 : Zone plot off
+ 0 : Local measurements
+[END OF MODEL]
+[MSEEPNET]
+ Use potential file
+ 0 : Do not use water net of MSeep file
+ 0 : Do not make negative pressures 0
+[END OF MSEEPNET]
+[UNIT WEIGHT WATER]
+ 9.81 : Unit weight water
+[END OF UNIT WEIGHT WATER]
+[DEGREE OF CONSOLIDATION]
+ 12 Number of layers
+ 12 100
+ 11 100 100
+ 10 100 100 100
+ 9 100 100 100 100
+ 8 100 100 100 100 100
+ 7 100 100 100 100 100 100
+ 6 100 100 100 100 100 100 100
+ 5 100 100 100 100 100 100 100 100
+ 4 100 100 100 100 100 100 100 100 100
+ 3 100 100 100 100 100 100 100 100 100 100
+ 2 100 100 100 100 100 100 100 100 100 100
+ 100
+ 1 100 100 100 100 100 100 100 100 100 100
+ 100 100
+ 0 capillary water not included
+[END OF DEGREE OF CONSOLIDATION]
+[DEGREE TEMPORARY LOADS]
+ 100 100 100 100 100 100 100 100 100 100
+ 100 100
+ 0 capillary water not included
+[END OF DEGREE TEMPORARY LOADS]
+[DEGREE EARTH QUAKE]
+ 100 100 100 100 100 100 100 100 100 100
+ 100 100
+[END OF DEGREE EARTH QUAKE]
+[CIRCLES]
+ 39.642 57.517 15 X-direction
+ 102.124 116.138 15 Y-direction
+ 98.287 86.287 15 Tangent lines
+ 0.000 0.000 0 no fixed point used
+[END OF CIRCLES]
+[SPENCER SLIP DATA]
+ 0 Number of points
+[END OF SPENCER SLIP DATA]
+[SPENCER SLIP DATA 2]
+ 0 Number of points
+[END OF SPENCER SLIP DATA 2]
+[SPENCER SLIP INTERVAL]
+ 2 : Slip spencer interval
+[END OF SPENCER SLIP INTERVAL]
+[LINE LOADS]
+ 0 = number of items
+[END OF LINE LOADS]
+[UNIFORM LOADS]
+ 1 = number of items
+Uniform Load (2)
+ 33.00 = magnitude
+ 33.00 39.00 = xstart and xend
+ 0.00 = distribution angle
+ 1 = permanent load
+[END OF UNIFORM LOADS]
+[TREE ON SLOPE]
+0.00 = WindForce
+0.00 = XCoordinate
+0.00 = YCoordinate
+10.00 = width of root zone
+0.0 = AngleOfDistribution
+[END OF TREE ON SLOPE]
+[EARTH QUAKE]
+ 0.000 = horizontal acceleration
+ 0.000 = vertical acceleration
+ 0.000 = free water moment factor
+[END OF EARTH QUAKE]
+[SIGMA-TAU CURVES]
+ 0 = number of items
+[END OF SIGMA-TAU CURVES]
+[BOND STRESS DIAGRAMS]
+ 0 = number of items
+[END OF BOND STRESS DIAGRAMS]
+[MEASURED YIELD STRESSES]
+[YIELD STRESSES]
+ 0 = number of items
+[END OF YIELD STRESSES]
+[END OF MEASURED YIELD STRESSES]
+[MINIMAL REQUIRED CIRCLE DEPTH]
+ 0.00 [m]
+[END OF MINIMAL REQUIRED CIRCLE DEPTH]
+[SLIP CIRCLE SELECTION]
+IsMinXEntryUsed=0
+IsMaxXEntryUsed=0
+XEntryMin=0.00
+XEntryMax=0.00
+[END OF SLIP CIRCLE SELECTION]
+[START VALUE SAFETY FACTOR]
+ 1.000 [-]
+[END OF START VALUE SAFETY FACTOR]
+[REFERENCE LEVEL SU]
+ 16.000 Excavation gamma above freatic level
+ 18.000 Excavation gamma below freatic level
+ 14 number of points
+ 15.000 98.700 x y
+ 19.730 98.700 x y
+ 32.000 102.500 x y
+ 34.000 102.500 x y
+ 38.000 102.500 x y
+ 40.000 102.500 x y
+ 52.330 98.700 x y
+ 53.800 98.700 x y
+ 55.330 98.290 x y
+ 62.330 98.290 x y
+ 66.330 96.290 x y
+ 68.330 96.290 x y
+ 72.330 98.290 x y
+ 100.000 98.290 x y
+[END OF REFERENCE LEVEL SU]
+
+[LIFT SLIP DATA]
+ 0.000 0.000 1 X-direction Left
+ 0.000 0.000 1 Y-direction Left
+ 0.000 0.000 1 X-direction Right
+ 0.000 0.000 1 Y-direction Right
+ 0.000 0.000 1 Y-direction tangent lines
+ 0 Automatic grid calculation (1)
+[END OF LIFT SLIP DATA]
+[EXTERNAL WATER LEVELS]
+ 0 = No water data used
+ 0.00 = Design level
+ 0.30 = Decimate height
+ 1 norm = 1/10000
+ 1 = number of items
+Water data (1)
+ 1 = Phreatic line
+ 0.00 = Level
+ Piezo lines
+ 12 - Number of layers
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+[END OF EXTERNAL WATER LEVELS]
+[MODEL FACTOR]
+ 1.00 = Limit value stability factor
+ 0.08 = Standard deviation for limit value stability factor
+ 0.00 = Reference standard deviation for degree of consolidation
+ 100.00 = Length of the section
+ 0 = Use contribution of end section
+ 0.00 = Lateral stress ratio
+ 0.25 = Coefficient of variation contribution edge of section
+[END OF MODEL FACTOR]
+[CALCULATION OPTIONS]
+MoveCalculationGrid=1
+ProbCalculationType=2
+SearchMethod=0
+[END OF CALCULATION OPTIONS]
+[PROBABILISTIC DEFAULTS]
+CohesionVariationTotal=0.25
+CohesionDesignPartial=1.25
+CohesionDesignStdDev=-1.65
+CohesionDistribution=3
+PhiVariationTotal=0.15
+PhiDesignPartial=1.10
+PhiDesignStdDev=-1.65
+PhiDistribution=3
+StressTableVariationTotal=0.20
+StressTableDesignPartial=1.15
+StressTableDesignStdDev=-1.65
+StressTableDistribution=3
+RatioCuPcVariationTotal=0.25
+RatioCuPcDesignPartial=1.15
+RatioCuPcDesignStdDev=-1.65
+RatioCuPcDistribution=3
+CuVariationTotal=0.25
+CuDesignPartial=1.15
+CuDesignStdDev=-1.65
+CuDistribution=3
+POPVariationTotal=0.10
+POPDesignPartial=1.10
+POPDesignStdDev=-1.65
+POPDistribution=3
+CompressionRatioVariationTotal=0.25
+CompressionRatioDesignPartial=1.00
+CompressionRatioDesignStdDev=0.00
+CompressionRatioDistribution=3
+ConsolidationCoefTotalStdDev=20.00
+ConsolidationCoefDesignPartial=1.00
+ConsolidationCoefDesignStdDev=1.65
+ConsolidationCoefDistribution=2
+HydraulicPressureTotalStdDev=0.50
+HydraulicPressureDesignPartial=1.00
+HydraulicPressureDesignStdDev=1.65
+HydraulicPressureDistribution=3
+LimitValueBishopMean=1.00
+LimitValueBishopStdDev=0.08
+LimitValueBishopDistribution=3
+LimitValueVanMean=0.95
+LimitValueVanStdDev=0.08
+LimitValueVanDistribution=3
+[END OF PROBABILISTIC DEFAULTS]
+[NEWZONE PLOT DATA]
+ 0.00 = Diketable Height [m]
+ 3.00 = Width top rest profile [m]
+ 0.00 = X co-ordinate indicating start of zone [m]
+ 0.00 = Boundary of M.H.W influence at X [m]
+ 0.00 = Boundary of M.H.W influence at Y [m]
+ 1.19 = Required safety in zone 1a
+ 1.11 = Required safety in zone 1b
+ 1.00 = Required safety in zone 2a
+ 1.00 = Required safety in zone 2b
+ 0.00 = Left side minimum road [m]
+ 0.00 = Right side minimum road [m]
+ 0.90 = Required safety in zone 3a
+ 0.90 = Required safety in zone 3b
+ 1 Stability calculation at right side
+ 0.50 = Remolding reduction factor
+ 0.80 = Schematization reduction factor
+ 1 Overtopping condition less or equal 0.1 l/m/s
+[END OF NEWZONE PLOT DATA]
+[HORIZONTAL BALANCE]
+HorizontalBalanceXLeft=0.000
+HorizontalBalanceXRight=0.000
+HorizontalBalanceYTop=0.00
+HorizontalBalanceYBottom=0.00
+HorizontalBalanceNYInterval=1
+[END OF HORIZONTAL BALANCE]
+[REQUESTED CIRCLE SLICES]
+ 30 = number of slices
+[END OF REQUESTED CIRCLE SLICES]
+[REQUESTED LIFT SLICES]
+ 50 = number of slices
+[END OF REQUESTED LIFT SLICES]
+[REQUESTED SPENCER SLICES]
+ 50 = number of slices
+[END OF REQUESTED SPENCER SLICES]
+[SOIL RESISTANCE]
+SoilResistanceDowelAction=1
+SoilResistancePullOut=1
+[END OF SOIL RESISTANCE]
+[GENETIC ALGORITHM OPTIONS BISHOP]
+PopulationCount=30
+GenerationCount=30
+EliteCount=2
+MutationRate=0.200
+CrossOverScatterFraction=1.000
+CrossOverSinglePointFraction=0.000
+CrossOverDoublePointFraction=0.000
+MutationJumpFraction=1.000
+MutationCreepFraction=0.000
+MutationInverseFraction=0.000
+MutationCreepReduction=0.050
+[END OF GENETIC ALGORITHM OPTIONS BISHOP]
+[GENETIC ALGORITHM OPTIONS LIFTVAN]
+PopulationCount=40
+GenerationCount=40
+EliteCount=2
+MutationRate=0.250
+CrossOverScatterFraction=1.000
+CrossOverSinglePointFraction=0.000
+CrossOverDoublePointFraction=0.000
+MutationJumpFraction=1.000
+MutationCreepFraction=0.000
+MutationInverseFraction=0.000
+MutationCreepReduction=0.050
+[END OF GENETIC ALGORITHM OPTIONS LIFTVAN]
+[GENETIC ALGORITHM OPTIONS SPENCER]
+PopulationCount=50
+GenerationCount=50
+EliteCount=2
+MutationRate=0.300
+CrossOverScatterFraction=0.000
+CrossOverSinglePointFraction=0.700
+CrossOverDoublePointFraction=0.300
+MutationJumpFraction=0.000
+MutationCreepFraction=0.900
+MutationInverseFraction=0.100
+MutationCreepReduction=0.050
+[END OF GENETIC ALGORITHM OPTIONS SPENCER]
+[MODEL SPECIAL]
+IsAlternativeStrength=0
+IsAdditionalPorePressure=0
+[END OF MODEL SPECIAL]
+[NAIL TYPE DEFAULTS]
+NailTypeLengthNail=0.00
+NailTypeDiameterNail=0.00
+NailTypeDiameterGrout=0.00
+NailTypeYieldForceNail=0.00
+NailTypePlasticMomentNail=0.00
+NailTypeBendingStiffnessNail=0.00E+00
+NailTypeUseFacingOrBearingPlate=0
+[END OF NAIL TYPE DEFAULTS]
+[END OF INPUT FILE]
Index: IssueRelatedData/MWDAM-1295/Damlivefinalin/damlive/PulauTekong.defx
===================================================================
diff -u
--- IssueRelatedData/MWDAM-1295/Damlivefinalin/damlive/PulauTekong.defx (revision 0)
+++ IssueRelatedData/MWDAM-1295/Damlivefinalin/damlive/PulauTekong.defx (revision 2666)
@@ -0,0 +1,9 @@
+
+
+
+
+
+
+
+
+
\ No newline at end of file
Index: IssueRelatedData/MWDAM-1295/Damlivefinalin/damlive/PulauTekong.geometries2D.0/Section3_SingaporeCrossSection.sti
===================================================================
diff -u
--- IssueRelatedData/MWDAM-1295/Damlivefinalin/damlive/PulauTekong.geometries2D.0/Section3_SingaporeCrossSection.sti (revision 0)
+++ IssueRelatedData/MWDAM-1295/Damlivefinalin/damlive/PulauTekong.geometries2D.0/Section3_SingaporeCrossSection.sti (revision 2666)
@@ -0,0 +1,1362 @@
+Input file for D-Geo Stability : Stability of earth slopes.
+==============================================================================
+COMPANY : Stichting Deltares
+
+DATE : 9/12/2018
+TIME : 9:51:33 AM
+FILENAME : D:\DamLive\workbin_12sep\csv files\Geometries\Section3_SingaporeCrossSection.sti
+CREATED BY : D-Geo Stability version 18.1.1.3
+========================== BEGINNING OF DATA ==========================
+[VERSION]
+Soil=1003
+Geometry=1000
+StressCurve=1000
+BondStressDiagram=1000
+YieldStress=1001
+D-Geo Stability=1008
+[END OF VERSION]
+
+[SOIL COLLECTION]
+ 7 = number of items
+[SOIL]
+Sand
+SoilColor=851951
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=17.64
+SoilGamWet=19.85
+SoilRestSlope=0
+SoilCohesion=0.00
+SoilPhi=23.07
+SoilDilatancy=23.07
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=0
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilStrengthIncreaseExponent=0.80
+SoilPOPTop=0.00
+SoilPOPBottom=0.00
+SoilAdditionalFactorLEM=1.00
+SoilPc=0.00E+00
+SoilPOP=0.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=1
+SoilStdCohesion=0.00
+SoilStdPhi=0.00
+SoilStdRatioCuPc=0.00
+SoilStdRatioCuPcPassive=0.00
+SoilStdRatioCuPcActive=0.00
+SoilStdCu=0.00
+SoilStdCuTop=0.00
+SoilStdCuGradient=0.00
+SoilStdPn=0.20
+SoilDistCohesion=3
+SoilDistPhi=3
+SoilDistStressTable=3
+SoilDistRatioCuPc=3
+SoilDistRatioCuPcPassive=3
+SoilDistRatioCuPcActive=3
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+SoilDistPn=3
+SoilCorrelationCPhi=0.00
+SoilRatioCuPcPassive=0.00
+SoilRatioCuPcActive=0.00
+SoilCuPassiveTop=0.00
+SoilCuPassiveBottom=0.00
+SoilCuActiveTop=0.00
+SoilCuActiveBottom=0.00
+SoilUniformRatioCuPc=1
+SoilUniformCu=1
+SoilDesignPartialCohesion=1.25
+SoilDesignStdCohesion=-1.65
+SoilDesignPartialPhi=1.10
+SoilDesignStdPhi=-1.65
+SoilDesignPartialStressTable=1.15
+SoilDesignStdStressTable=-1.65
+SoilDesignPartialRatioCuPc=1.15
+SoilDesignStdRatioCuPc=-1.65
+SoilDesignPartialCu=1.15
+SoilDesignStdCu=-1.65
+SoilDesignPartialPOP=1.10
+SoilDesignStdPOP=-1.65
+SoilDesignPartialRRatio=1.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=50.00
+SoilVertFluctScaleCoh=0.25
+SoilNumberOfTestsCoh=1
+SoilVarianceRatioCoh=0.75
+SoilHorFluctScalePhi=50.00
+SoilVertFluctScalePhi=0.25
+SoilNumberOfTestsPhi=1
+SoilVarianceRatioPhi=0.75
+SoilRRatio=1.0000000
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[SOIL]
+Good Earth
+SoilColor=13827451
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=17.00
+SoilGamWet=17.00
+SoilRestSlope=0
+SoilCohesion=15.00
+SoilPhi=19.40
+SoilDilatancy=0.00
+SoilCuTop=15.00
+SoilCuBottom=15.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=1
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilStrengthIncreaseExponent=0.80
+SoilPOPTop=0.00
+SoilPOPBottom=0.00
+SoilAdditionalFactorLEM=1.00
+SoilPc=0.00E+00
+SoilPOP=0.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=1
+SoilStdCohesion=0.00
+SoilStdPhi=0.00
+SoilStdRatioCuPc=0.00
+SoilStdRatioCuPcPassive=0.00
+SoilStdRatioCuPcActive=0.00
+SoilStdCu=0.00
+SoilStdCuTop=0.00
+SoilStdCuGradient=0.00
+SoilStdPn=0.20
+SoilDistCohesion=3
+SoilDistPhi=3
+SoilDistStressTable=3
+SoilDistRatioCuPc=3
+SoilDistRatioCuPcPassive=3
+SoilDistRatioCuPcActive=3
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+SoilDistPn=3
+SoilCorrelationCPhi=0.00
+SoilRatioCuPcPassive=0.00
+SoilRatioCuPcActive=0.00
+SoilCuPassiveTop=0.00
+SoilCuPassiveBottom=0.00
+SoilCuActiveTop=0.00
+SoilCuActiveBottom=0.00
+SoilUniformRatioCuPc=1
+SoilUniformCu=1
+SoilDesignPartialCohesion=1.25
+SoilDesignStdCohesion=-1.65
+SoilDesignPartialPhi=1.10
+SoilDesignStdPhi=-1.65
+SoilDesignPartialStressTable=1.15
+SoilDesignStdStressTable=-1.65
+SoilDesignPartialRatioCuPc=1.15
+SoilDesignStdRatioCuPc=-1.65
+SoilDesignPartialCu=1.15
+SoilDesignStdCu=-1.65
+SoilDesignPartialPOP=1.10
+SoilDesignStdPOP=-1.65
+SoilDesignPartialRRatio=1.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=50.00
+SoilVertFluctScaleCoh=0.25
+SoilNumberOfTestsCoh=1
+SoilVarianceRatioCoh=0.75
+SoilHorFluctScalePhi=50.00
+SoilVertFluctScalePhi=0.25
+SoilNumberOfTestsPhi=1
+SoilVarianceRatioPhi=0.75
+SoilRRatio=1.0000000
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[SOIL]
+Revetment
+SoilColor=9544960
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=17.64
+SoilGamWet=19.85
+SoilRestSlope=0
+SoilCohesion=0.00
+SoilPhi=25.00
+SoilDilatancy=25.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=0
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilStrengthIncreaseExponent=0.80
+SoilPOPTop=0.00
+SoilPOPBottom=0.00
+SoilAdditionalFactorLEM=1.00
+SoilPc=0.00E+00
+SoilPOP=0.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=1
+SoilStdCohesion=0.00
+SoilStdPhi=0.00
+SoilStdRatioCuPc=0.00
+SoilStdRatioCuPcPassive=0.00
+SoilStdRatioCuPcActive=0.00
+SoilStdCu=0.00
+SoilStdCuTop=0.00
+SoilStdCuGradient=0.00
+SoilStdPn=0.20
+SoilDistCohesion=3
+SoilDistPhi=3
+SoilDistStressTable=3
+SoilDistRatioCuPc=3
+SoilDistRatioCuPcPassive=3
+SoilDistRatioCuPcActive=3
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+SoilDistPn=3
+SoilCorrelationCPhi=0.00
+SoilRatioCuPcPassive=0.00
+SoilRatioCuPcActive=0.00
+SoilCuPassiveTop=0.00
+SoilCuPassiveBottom=0.00
+SoilCuActiveTop=0.00
+SoilCuActiveBottom=0.00
+SoilUniformRatioCuPc=1
+SoilUniformCu=1
+SoilDesignPartialCohesion=1.25
+SoilDesignStdCohesion=-1.65
+SoilDesignPartialPhi=1.10
+SoilDesignStdPhi=-1.65
+SoilDesignPartialStressTable=1.15
+SoilDesignStdStressTable=-1.65
+SoilDesignPartialRatioCuPc=1.15
+SoilDesignStdRatioCuPc=-1.65
+SoilDesignPartialCu=1.15
+SoilDesignStdCu=-1.65
+SoilDesignPartialPOP=1.10
+SoilDesignStdPOP=-1.65
+SoilDesignPartialRRatio=1.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=50.00
+SoilVertFluctScaleCoh=0.25
+SoilNumberOfTestsCoh=1
+SoilVarianceRatioCoh=0.75
+SoilHorFluctScalePhi=50.00
+SoilVertFluctScalePhi=0.25
+SoilNumberOfTestsPhi=1
+SoilVarianceRatioPhi=0.75
+SoilRRatio=1.0000000
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[SOIL]
+Tekong
+SoilColor=6270895
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=19.85
+SoilGamWet=19.85
+SoilRestSlope=0
+SoilCohesion=0.00
+SoilPhi=20.90
+SoilDilatancy=20.90
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=0
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilStrengthIncreaseExponent=0.80
+SoilPOPTop=0.00
+SoilPOPBottom=0.00
+SoilAdditionalFactorLEM=1.00
+SoilPc=0.00E+00
+SoilPOP=0.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=1
+SoilStdCohesion=0.00
+SoilStdPhi=0.00
+SoilStdRatioCuPc=0.00
+SoilStdRatioCuPcPassive=0.00
+SoilStdRatioCuPcActive=0.00
+SoilStdCu=0.00
+SoilStdCuTop=0.00
+SoilStdCuGradient=0.00
+SoilStdPn=0.20
+SoilDistCohesion=3
+SoilDistPhi=3
+SoilDistStressTable=3
+SoilDistRatioCuPc=3
+SoilDistRatioCuPcPassive=3
+SoilDistRatioCuPcActive=3
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+SoilDistPn=3
+SoilCorrelationCPhi=0.00
+SoilRatioCuPcPassive=0.00
+SoilRatioCuPcActive=0.00
+SoilCuPassiveTop=0.00
+SoilCuPassiveBottom=0.00
+SoilCuActiveTop=0.00
+SoilCuActiveBottom=0.00
+SoilUniformRatioCuPc=1
+SoilUniformCu=1
+SoilDesignPartialCohesion=1.25
+SoilDesignStdCohesion=-1.65
+SoilDesignPartialPhi=1.10
+SoilDesignStdPhi=-1.65
+SoilDesignPartialStressTable=1.15
+SoilDesignStdStressTable=-1.65
+SoilDesignPartialRatioCuPc=1.15
+SoilDesignStdRatioCuPc=-1.65
+SoilDesignPartialCu=1.15
+SoilDesignStdCu=-1.65
+SoilDesignPartialPOP=1.10
+SoilDesignStdPOP=-1.65
+SoilDesignPartialRRatio=1.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=50.00
+SoilVertFluctScaleCoh=0.25
+SoilNumberOfTestsCoh=1
+SoilVarianceRatioCoh=0.75
+SoilHorFluctScalePhi=50.00
+SoilVertFluctScalePhi=0.25
+SoilNumberOfTestsPhi=1
+SoilVarianceRatioPhi=0.75
+SoilRRatio=1.0000000
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[SOIL]
+SDF
+SoilColor=5953498
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=14.50
+SoilGamWet=14.50
+SoilRestSlope=0
+SoilCohesion=35.00
+SoilPhi=0.00
+SoilDilatancy=0.00
+SoilCuTop=35.00
+SoilCuBottom=35.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=4
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilStrengthIncreaseExponent=0.80
+SoilPOPTop=0.00
+SoilPOPBottom=0.00
+SoilAdditionalFactorLEM=1.00
+SoilPc=0.00E+00
+SoilPOP=0.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=1
+SoilStdCohesion=0.00
+SoilStdPhi=0.00
+SoilStdRatioCuPc=0.00
+SoilStdRatioCuPcPassive=0.00
+SoilStdRatioCuPcActive=0.00
+SoilStdCu=0.00
+SoilStdCuTop=0.00
+SoilStdCuGradient=0.00
+SoilStdPn=0.20
+SoilDistCohesion=3
+SoilDistPhi=3
+SoilDistStressTable=3
+SoilDistRatioCuPc=3
+SoilDistRatioCuPcPassive=3
+SoilDistRatioCuPcActive=3
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+SoilDistPn=3
+SoilCorrelationCPhi=0.00
+SoilRatioCuPcPassive=0.00
+SoilRatioCuPcActive=0.00
+SoilCuPassiveTop=0.00
+SoilCuPassiveBottom=0.00
+SoilCuActiveTop=0.00
+SoilCuActiveBottom=0.00
+SoilUniformRatioCuPc=1
+SoilUniformCu=1
+SoilDesignPartialCohesion=1.25
+SoilDesignStdCohesion=-1.65
+SoilDesignPartialPhi=1.10
+SoilDesignStdPhi=-1.65
+SoilDesignPartialStressTable=1.15
+SoilDesignStdStressTable=-1.65
+SoilDesignPartialRatioCuPc=1.15
+SoilDesignStdRatioCuPc=-1.65
+SoilDesignPartialCu=1.15
+SoilDesignStdCu=-1.65
+SoilDesignPartialPOP=1.10
+SoilDesignStdPOP=-1.65
+SoilDesignPartialRRatio=1.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=50.00
+SoilVertFluctScaleCoh=0.25
+SoilNumberOfTestsCoh=1
+SoilVarianceRatioCoh=0.75
+SoilHorFluctScalePhi=50.00
+SoilVertFluctScalePhi=0.25
+SoilNumberOfTestsPhi=1
+SoilVarianceRatioPhi=0.75
+SoilRRatio=1.0000000
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[SOIL]
+DCM
+SoilColor=10944420
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=14.50
+SoilGamWet=14.50
+SoilRestSlope=0
+SoilCohesion=32.50
+SoilPhi=0.00
+SoilDilatancy=0.00
+SoilCuTop=32.50
+SoilCuBottom=32.50
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=4
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilStrengthIncreaseExponent=0.80
+SoilPOPTop=0.00
+SoilPOPBottom=0.00
+SoilAdditionalFactorLEM=1.00
+SoilPc=0.00E+00
+SoilPOP=0.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=1
+SoilStdCohesion=0.00
+SoilStdPhi=0.00
+SoilStdRatioCuPc=0.00
+SoilStdRatioCuPcPassive=0.00
+SoilStdRatioCuPcActive=0.00
+SoilStdCu=0.00
+SoilStdCuTop=0.00
+SoilStdCuGradient=0.00
+SoilStdPn=0.20
+SoilDistCohesion=3
+SoilDistPhi=3
+SoilDistStressTable=3
+SoilDistRatioCuPc=3
+SoilDistRatioCuPcPassive=3
+SoilDistRatioCuPcActive=3
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+SoilDistPn=3
+SoilCorrelationCPhi=0.00
+SoilRatioCuPcPassive=0.00
+SoilRatioCuPcActive=0.00
+SoilCuPassiveTop=0.00
+SoilCuPassiveBottom=0.00
+SoilCuActiveTop=0.00
+SoilCuActiveBottom=0.00
+SoilUniformRatioCuPc=1
+SoilUniformCu=1
+SoilDesignPartialCohesion=1.25
+SoilDesignStdCohesion=-1.65
+SoilDesignPartialPhi=1.10
+SoilDesignStdPhi=-1.65
+SoilDesignPartialStressTable=1.15
+SoilDesignStdStressTable=-1.65
+SoilDesignPartialRatioCuPc=1.15
+SoilDesignStdRatioCuPc=-1.65
+SoilDesignPartialCu=1.15
+SoilDesignStdCu=-1.65
+SoilDesignPartialPOP=1.10
+SoilDesignStdPOP=-1.65
+SoilDesignPartialRRatio=1.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=50.00
+SoilVertFluctScaleCoh=0.25
+SoilNumberOfTestsCoh=1
+SoilVarianceRatioCoh=0.75
+SoilHorFluctScalePhi=50.00
+SoilVertFluctScalePhi=0.25
+SoilNumberOfTestsPhi=1
+SoilVarianceRatioPhi=0.75
+SoilRRatio=1.0000000
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[SOIL]
+RS(L)
+SoilColor=9211020
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=19.00
+SoilGamWet=19.00
+SoilRestSlope=0
+SoilCohesion=0.00
+SoilPhi=20.64
+SoilDilatancy=0.00
+SoilCuTop=50.80
+SoilCuBottom=127.40
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=4
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilStrengthIncreaseExponent=0.80
+SoilPOPTop=0.00
+SoilPOPBottom=0.00
+SoilAdditionalFactorLEM=1.00
+SoilPc=0.00E+00
+SoilPOP=0.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=1
+SoilStdCohesion=0.00
+SoilStdPhi=0.00
+SoilStdRatioCuPc=0.00
+SoilStdRatioCuPcPassive=0.00
+SoilStdRatioCuPcActive=0.00
+SoilStdCu=0.00
+SoilStdCuTop=0.00
+SoilStdCuGradient=0.00
+SoilStdPn=0.20
+SoilDistCohesion=3
+SoilDistPhi=3
+SoilDistStressTable=3
+SoilDistRatioCuPc=3
+SoilDistRatioCuPcPassive=3
+SoilDistRatioCuPcActive=3
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+SoilDistPn=3
+SoilCorrelationCPhi=0.00
+SoilRatioCuPcPassive=0.00
+SoilRatioCuPcActive=0.00
+SoilCuPassiveTop=0.00
+SoilCuPassiveBottom=0.00
+SoilCuActiveTop=0.00
+SoilCuActiveBottom=0.00
+SoilUniformRatioCuPc=1
+SoilUniformCu=1
+SoilDesignPartialCohesion=1.25
+SoilDesignStdCohesion=-1.65
+SoilDesignPartialPhi=1.10
+SoilDesignStdPhi=-1.65
+SoilDesignPartialStressTable=1.15
+SoilDesignStdStressTable=-1.65
+SoilDesignPartialRatioCuPc=1.15
+SoilDesignStdRatioCuPc=-1.65
+SoilDesignPartialCu=1.15
+SoilDesignStdCu=-1.65
+SoilDesignPartialPOP=1.10
+SoilDesignStdPOP=-1.65
+SoilDesignPartialRRatio=1.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=50.00
+SoilVertFluctScaleCoh=0.25
+SoilNumberOfTestsCoh=1
+SoilVarianceRatioCoh=0.75
+SoilHorFluctScalePhi=50.00
+SoilVertFluctScalePhi=0.25
+SoilNumberOfTestsPhi=1
+SoilVarianceRatioPhi=0.75
+SoilRRatio=1.0000000
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[END OF SOIL COLLECTION]
+
+[GEOMETRY DATA]
+[ACCURACY]
+ 0.0010
+[END OF ACCURACY]
+
+[POINTS]
+ 53 - Number of geometry points -
+ 1 10.000 97.293 0.000
+ 2 10.000 97.292 0.000
+ 3 10.000 98.291 0.000
+ 4 10.000 98.700 0.000
+ 5 15.640 98.692 0.000
+ 6 27.017 102.492 0.000
+ 7 29.000 102.492 0.000
+ 8 33.000 102.492 0.000
+ 9 35.000 102.492 0.000
+ 10 68.930 91.182 0.000
+ 11 70.430 91.182 0.000
+ 12 71.930 90.782 0.000
+ 13 72.200 90.782 0.000
+ 14 100.000 90.782 0.000
+ 15 15.610 98.290 0.000
+ 16 25.802 101.700 0.000
+ 17 27.000 102.100 0.000
+ 18 29.000 102.100 0.000
+ 19 33.000 102.100 0.000
+ 20 35.000 102.100 0.000
+ 21 36.200 101.700 0.000
+ 22 68.930 90.790 0.000
+ 23 29.000 101.700 0.000
+ 24 33.000 101.700 0.000
+ 25 18.780 98.290 0.000
+ 26 43.291 98.290 0.000
+ 27 43.291 97.300 0.000
+ 28 46.400 97.300 0.000
+ 29 46.400 96.370 0.000
+ 30 49.092 96.368 0.000
+ 31 49.200 96.370 0.000
+ 32 49.200 96.332 0.000
+ 33 49.200 95.420 0.000
+ 34 52.000 95.420 0.000
+ 35 52.000 94.500 0.000
+ 36 54.780 94.480 0.000
+ 37 54.780 93.560 0.000
+ 38 57.580 93.550 0.000
+ 39 57.580 92.620 0.000
+ 40 60.380 92.625 0.000
+ 41 60.380 91.700 0.000
+ 42 63.180 91.695 0.000
+ 43 63.180 90.770 0.000
+ 44 66.000 90.765 0.000
+ 45 15.612 97.300 0.000
+ 46 15.640 84.225 0.000
+ 47 72.200 84.225 0.000
+ 48 10.000 60.000 0.000
+ 49 100.000 60.000 0.000
+ 50 10.000 101.700 0.000
+ 51 25.909 101.700 0.000
+ 52 63.848 90.790 0.000
+ 53 100.000 90.790 0.000
+[END OF POINTS]
+
+[CURVES]
+ 58 - Number of curves -
+ 1 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 1 2
+ 2 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 2 3
+ 3 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 3 4
+ 4 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 4 5
+ 5 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 5 6
+ 6 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 6 7
+ 7 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 7 8
+ 8 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 8 9
+ 9 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 9 10
+ 10 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 10 11
+ 11 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 11 12
+ 12 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 12 13
+ 13 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 13 14
+ 14 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 3 15
+ 15 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 15 16
+ 16 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 16 17
+ 17 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 17 18
+ 18 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 18 7
+ 19 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 8 19
+ 20 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 19 20
+ 21 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 20 21
+ 22 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 21 22
+ 23 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 22 12
+ 24 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 16 23
+ 25 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 23 24
+ 26 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 24 21
+ 27 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 15 25
+ 28 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 25 23
+ 29 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 24 26
+ 30 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 26 27
+ 31 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 27 28
+ 32 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 28 29
+ 33 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 29 30
+ 34 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 30 31
+ 35 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 31 32
+ 36 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 32 33
+ 37 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 33 34
+ 38 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 34 35
+ 39 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 35 36
+ 40 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 36 37
+ 41 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 37 38
+ 42 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 38 39
+ 43 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 39 40
+ 44 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 40 41
+ 45 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 41 42
+ 46 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 42 43
+ 47 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 43 44
+ 48 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 44 22
+ 49 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 25 26
+ 50 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 15 45
+ 51 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 45 46
+ 52 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 46 47
+ 53 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 47 13
+ 54 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 2 45
+ 55 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 48 49
+ 56 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 50 51
+ 57 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 51 52
+ 58 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 52 53
+[END OF CURVES]
+
+[BOUNDARIES]
+ 10 - Number of boundaries -
+ 0 - Boundary number
+ 1 - number of curves on boundary, next line(s) are curvenumbers
+ 55
+ 1 - Boundary number
+ 6 - number of curves on boundary, next line(s) are curvenumbers
+ 1 54 51 52 53 13
+ 2 - Boundary number
+ 8 - number of curves on boundary, next line(s) are curvenumbers
+ 1 2 14 50 51 52 53 13
+ 3 - Boundary number
+ 27 - number of curves on boundary, next line(s) are curvenumbers
+ 1 2 14 27 49 30 31 32 33 34
+ 35 36 37 38 39 40 41 42 43 44
+ 45 46 47 48 23 12 13
+ 4 - Boundary number
+ 29 - number of curves on boundary, next line(s) are curvenumbers
+ 1 2 14 27 28 25 29 30 31 32
+ 33 34 35 36 37 38 39 40 41 42
+ 43 44 45 46 47 48 23 12 13
+ 5 - Boundary number
+ 11 - number of curves on boundary, next line(s) are curvenumbers
+ 1 2 14 27 28 25 26 22 23 12
+ 13
+ 6 - Boundary number
+ 11 - number of curves on boundary, next line(s) are curvenumbers
+ 1 2 14 15 24 25 26 22 23 12
+ 13
+ 7 - Boundary number
+ 15 - number of curves on boundary, next line(s) are curvenumbers
+ 1 2 14 15 16 17 18 7 19 20
+ 21 22 23 12 13
+ 8 - Boundary number
+ 14 - number of curves on boundary, next line(s) are curvenumbers
+ 1 2 14 15 16 17 18 7 8 9
+ 10 11 12 13
+ 9 - Boundary number
+ 13 - number of curves on boundary, next line(s) are curvenumbers
+ 1 2 3 4 5 6 7 8 9 10
+ 11 12 13
+[END OF BOUNDARIES]
+
+[USE PROBABILISTIC DEFAULTS BOUNDARIES]
+ 10 - Number of boundaries -
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES]
+
+[STDV BOUNDARIES]
+ 10 - Number of boundaries -
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+[END OF STDV BOUNDARIES]
+
+[DISTRIBUTION BOUNDARIES]
+ 10 - Number of boundaries -
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+[END OF DISTRIBUTION BOUNDARIES]
+
+[PIEZO LINES]
+ 1 - Number of piezometric level lines -
+ 1 - PlLine number
+ 3 - number of curves on PlLine, next line(s) are curvenumbers
+ 56 57 58
+[END OF PIEZO LINES]
+
+[PHREATIC LINE]
+ 1 - Number of the piezometric level line acting as phreatic line -
+[END OF PHREATIC LINE]
+
+[WORLD CO-ORDINATES]
+ 0.000 - X world 1 -
+ 0.000 - Y world 1 -
+ 0.000 - X world 2 -
+ 0.000 - Y world 2 -
+[END OF WORLD CO-ORDINATES]
+
+[LAYERS]
+ 9 - Number of layers -
+ 1 - Layer number, next line is material of layer
+ RS(L)
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 1 - Boundarynumber at top of layer
+ 0 - Boundarynumber at bottom of layer
+ 2 - Layer number, next line is material of layer
+ Good Earth
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 2 - Boundarynumber at top of layer
+ 1 - Boundarynumber at bottom of layer
+ 3 - Layer number, next line is material of layer
+ DCM
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 3 - Boundarynumber at top of layer
+ 2 - Boundarynumber at bottom of layer
+ 4 - Layer number, next line is material of layer
+ SDF
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 4 - Boundarynumber at top of layer
+ 3 - Boundarynumber at bottom of layer
+ 5 - Layer number, next line is material of layer
+ Sand
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 5 - Boundarynumber at top of layer
+ 4 - Boundarynumber at bottom of layer
+ 6 - Layer number, next line is material of layer
+ Sand
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 6 - Boundarynumber at top of layer
+ 5 - Boundarynumber at bottom of layer
+ 7 - Layer number, next line is material of layer
+ Good Earth
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 7 - Boundarynumber at top of layer
+ 6 - Boundarynumber at bottom of layer
+ 8 - Layer number, next line is material of layer
+ Revetment
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 8 - Boundarynumber at top of layer
+ 7 - Boundarynumber at bottom of layer
+ 9 - Layer number, next line is material of layer
+ Revetment
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 9 - Boundarynumber at top of layer
+ 8 - Boundarynumber at bottom of layer
+[END OF LAYERS]
+
+[LAYERLOADS]
+ - Layers which are loads -
+
+[END OF LAYERLOADS]
+
+[END OF GEOMETRY DATA]
+[RUN IDENTIFICATION TITLES]
+
+
+
+[END OF RUN IDENTIFICATION TITLES]
+[MODEL]
+ 1 : Bishop
+ 1 : C phi
+ 0 : Probabilistic off
+ 1 : Mean
+ 1 : Geotextiles on
+ 1 : Nails on
+ 0 : Zone plot off
+ 0 : Local measurements
+[END OF MODEL]
+[MSEEPNET]
+ Use potential file
+ 0 : Do not use water net of MSeep file
+ 0 : Do not make negative pressures 0
+[END OF MSEEPNET]
+[UNIT WEIGHT WATER]
+ 9.81 : Unit weight water
+[END OF UNIT WEIGHT WATER]
+[DEGREE OF CONSOLIDATION]
+ 9 Number of layers
+ 9 100
+ 8 100 100
+ 7 100 100 100
+ 6 100 100 100 100
+ 5 100 100 100 100 100
+ 4 100 100 100 100 100 100
+ 3 100 100 100 100 100 100 100
+ 2 100 100 100 100 100 100 100 100
+ 1 100 100 100 100 100 100 100 100 100
+ 0 capillary water not included
+[END OF DEGREE OF CONSOLIDATION]
+[DEGREE TEMPORARY LOADS]
+ 100 100 100 100 100 100 100 100 100
+ 0 capillary water not included
+[END OF DEGREE TEMPORARY LOADS]
+[DEGREE EARTH QUAKE]
+ 100 100 100 100 100 100 100 100 100
+[END OF DEGREE EARTH QUAKE]
+[CIRCLES]
+ 37.491 56.916 10 X-direction
+ 101.154 119.940 10 Y-direction
+ 95.000 83.000 10 Tangent lines
+ 0.000 0.000 0 no fixed point used
+[END OF CIRCLES]
+[SPENCER SLIP DATA]
+ 0 Number of points
+[END OF SPENCER SLIP DATA]
+[SPENCER SLIP DATA 2]
+ 0 Number of points
+[END OF SPENCER SLIP DATA 2]
+[SPENCER SLIP INTERVAL]
+ 2 : Slip spencer interval
+[END OF SPENCER SLIP INTERVAL]
+[LINE LOADS]
+ 0 = number of items
+[END OF LINE LOADS]
+[UNIFORM LOADS]
+ 1 = number of items
+Uniform Load (2)
+ 33.00 = magnitude
+ 28.00 34.00 = xstart and xend
+ 0.00 = distribution angle
+ 1 = permanent load
+[END OF UNIFORM LOADS]
+[TREE ON SLOPE]
+0.00 = WindForce
+0.00 = XCoordinate
+0.00 = YCoordinate
+10.00 = width of root zone
+0.0 = AngleOfDistribution
+[END OF TREE ON SLOPE]
+[EARTH QUAKE]
+ 0.000 = horizontal acceleration
+ 0.000 = vertical acceleration
+ 0.000 = free water moment factor
+[END OF EARTH QUAKE]
+[SIGMA-TAU CURVES]
+ 0 = number of items
+[END OF SIGMA-TAU CURVES]
+[BOND STRESS DIAGRAMS]
+ 0 = number of items
+[END OF BOND STRESS DIAGRAMS]
+[MEASURED YIELD STRESSES]
+[YIELD STRESSES]
+ 0 = number of items
+[END OF YIELD STRESSES]
+[END OF MEASURED YIELD STRESSES]
+[MINIMAL REQUIRED CIRCLE DEPTH]
+ 0.00 [m]
+[END OF MINIMAL REQUIRED CIRCLE DEPTH]
+[SLIP CIRCLE SELECTION]
+IsMinXEntryUsed=0
+IsMaxXEntryUsed=0
+XEntryMin=0.00
+XEntryMax=0.00
+[END OF SLIP CIRCLE SELECTION]
+[START VALUE SAFETY FACTOR]
+ 1.000 [-]
+[END OF START VALUE SAFETY FACTOR]
+[REFERENCE LEVEL SU]
+ 16.000 Excavation gamma above freatic level
+ 18.000 Excavation gamma below freatic level
+ 0 number of points
+[END OF REFERENCE LEVEL SU]
+
+[LIFT SLIP DATA]
+ 0.000 0.000 1 X-direction Left
+ 0.000 0.000 1 Y-direction Left
+ 0.000 0.000 1 X-direction Right
+ 0.000 0.000 1 Y-direction Right
+ 0.000 0.000 1 Y-direction tangent lines
+ 0 Automatic grid calculation (1)
+[END OF LIFT SLIP DATA]
+[EXTERNAL WATER LEVELS]
+ 0 = No water data used
+ 0.00 = Design level
+ 0.30 = Decimate height
+ 1 norm = 1/10000
+ 1 = number of items
+Water data (1)
+ 1 = Phreatic line
+ 0.00 = Level
+ Piezo lines
+ 9 - Number of layers
+ 0 0 = Pl-top and pl-bottom
+ 0 0 = Pl-top and pl-bottom
+ 0 0 = Pl-top and pl-bottom
+ 0 0 = Pl-top and pl-bottom
+ 0 0 = Pl-top and pl-bottom
+ 0 0 = Pl-top and pl-bottom
+ 0 0 = Pl-top and pl-bottom
+ 0 0 = Pl-top and pl-bottom
+ 0 0 = Pl-top and pl-bottom
+[END OF EXTERNAL WATER LEVELS]
+[MODEL FACTOR]
+ 1.00 = Limit value stability factor
+ 0.08 = Standard deviation for limit value stability factor
+ 0.00 = Reference standard deviation for degree of consolidation
+ 100.00 = Length of the section
+ 0 = Use contribution of end section
+ 0.00 = Lateral stress ratio
+ 0.25 = Coefficient of variation contribution edge of section
+[END OF MODEL FACTOR]
+[CALCULATION OPTIONS]
+MoveCalculationGrid=1
+ProbCalculationType=2
+SearchMethod=0
+[END OF CALCULATION OPTIONS]
+[PROBABILISTIC DEFAULTS]
+CohesionVariationTotal=0.25
+CohesionDesignPartial=1.25
+CohesionDesignStdDev=-1.65
+CohesionDistribution=3
+PhiVariationTotal=0.15
+PhiDesignPartial=1.10
+PhiDesignStdDev=-1.65
+PhiDistribution=3
+StressTableVariationTotal=0.20
+StressTableDesignPartial=1.15
+StressTableDesignStdDev=-1.65
+StressTableDistribution=3
+RatioCuPcVariationTotal=0.25
+RatioCuPcDesignPartial=1.15
+RatioCuPcDesignStdDev=-1.65
+RatioCuPcDistribution=3
+CuVariationTotal=0.25
+CuDesignPartial=1.15
+CuDesignStdDev=-1.65
+CuDistribution=3
+POPVariationTotal=0.10
+POPDesignPartial=1.10
+POPDesignStdDev=-1.65
+POPDistribution=3
+CompressionRatioVariationTotal=0.25
+CompressionRatioDesignPartial=1.00
+CompressionRatioDesignStdDev=0.00
+CompressionRatioDistribution=3
+ConsolidationCoefTotalStdDev=20.00
+ConsolidationCoefDesignPartial=1.00
+ConsolidationCoefDesignStdDev=1.65
+ConsolidationCoefDistribution=2
+HydraulicPressureTotalStdDev=0.50
+HydraulicPressureDesignPartial=1.00
+HydraulicPressureDesignStdDev=1.65
+HydraulicPressureDistribution=3
+LimitValueBishopMean=1.00
+LimitValueBishopStdDev=0.08
+LimitValueBishopDistribution=3
+LimitValueVanMean=0.95
+LimitValueVanStdDev=0.08
+LimitValueVanDistribution=3
+[END OF PROBABILISTIC DEFAULTS]
+[NEWZONE PLOT DATA]
+ 0.00 = Diketable Height [m]
+ 3.00 = Width top rest profile [m]
+ 0.00 = X co-ordinate indicating start of zone [m]
+ 0.00 = Boundary of M.H.W influence at X [m]
+ 0.00 = Boundary of M.H.W influence at Y [m]
+ 1.19 = Required safety in zone 1a
+ 1.11 = Required safety in zone 1b
+ 1.00 = Required safety in zone 2a
+ 1.00 = Required safety in zone 2b
+ 0.00 = Left side minimum road [m]
+ 0.00 = Right side minimum road [m]
+ 0.90 = Required safety in zone 3a
+ 0.90 = Required safety in zone 3b
+ 1 Stability calculation at right side
+ 0.50 = Remolding reduction factor
+ 0.80 = Schematization reduction factor
+ 1 Overtopping condition less or equal 0.1 l/m/s
+[END OF NEWZONE PLOT DATA]
+[HORIZONTAL BALANCE]
+HorizontalBalanceXLeft=0.000
+HorizontalBalanceXRight=0.000
+HorizontalBalanceYTop=0.00
+HorizontalBalanceYBottom=0.00
+HorizontalBalanceNYInterval=1
+[END OF HORIZONTAL BALANCE]
+[REQUESTED CIRCLE SLICES]
+ 30 = number of slices
+[END OF REQUESTED CIRCLE SLICES]
+[REQUESTED LIFT SLICES]
+ 50 = number of slices
+[END OF REQUESTED LIFT SLICES]
+[REQUESTED SPENCER SLICES]
+ 50 = number of slices
+[END OF REQUESTED SPENCER SLICES]
+[SOIL RESISTANCE]
+SoilResistanceDowelAction=1
+SoilResistancePullOut=1
+[END OF SOIL RESISTANCE]
+[GENETIC ALGORITHM OPTIONS BISHOP]
+PopulationCount=30
+GenerationCount=30
+EliteCount=2
+MutationRate=0.200
+CrossOverScatterFraction=1.000
+CrossOverSinglePointFraction=0.000
+CrossOverDoublePointFraction=0.000
+MutationJumpFraction=1.000
+MutationCreepFraction=0.000
+MutationInverseFraction=0.000
+MutationCreepReduction=0.050
+[END OF GENETIC ALGORITHM OPTIONS BISHOP]
+[GENETIC ALGORITHM OPTIONS LIFTVAN]
+PopulationCount=40
+GenerationCount=40
+EliteCount=2
+MutationRate=0.250
+CrossOverScatterFraction=1.000
+CrossOverSinglePointFraction=0.000
+CrossOverDoublePointFraction=0.000
+MutationJumpFraction=1.000
+MutationCreepFraction=0.000
+MutationInverseFraction=0.000
+MutationCreepReduction=0.050
+[END OF GENETIC ALGORITHM OPTIONS LIFTVAN]
+[GENETIC ALGORITHM OPTIONS SPENCER]
+PopulationCount=50
+GenerationCount=50
+EliteCount=2
+MutationRate=0.300
+CrossOverScatterFraction=0.000
+CrossOverSinglePointFraction=0.700
+CrossOverDoublePointFraction=0.300
+MutationJumpFraction=0.000
+MutationCreepFraction=0.900
+MutationInverseFraction=0.100
+MutationCreepReduction=0.050
+[END OF GENETIC ALGORITHM OPTIONS SPENCER]
+[MODEL SPECIAL]
+IsAlternativeStrength=0
+IsAdditionalPorePressure=0
+[END OF MODEL SPECIAL]
+[NAIL TYPE DEFAULTS]
+NailTypeLengthNail=0.00
+NailTypeDiameterNail=0.00
+NailTypeDiameterGrout=0.00
+NailTypeYieldForceNail=0.00
+NailTypePlasticMomentNail=0.00
+NailTypeBendingStiffnessNail=0.00E+00
+NailTypeUseFacingOrBearingPlate=0
+[END OF NAIL TYPE DEFAULTS]
+[END OF INPUT FILE]
Index: IssueRelatedData/MWDAM-1295/Damlivefinalin/damlive/PulauTekong.geometries2D.0/8_8_SingaporeCrossSection.sts
===================================================================
diff -u
--- IssueRelatedData/MWDAM-1295/Damlivefinalin/damlive/PulauTekong.geometries2D.0/8_8_SingaporeCrossSection.sts (revision 0)
+++ IssueRelatedData/MWDAM-1295/Damlivefinalin/damlive/PulauTekong.geometries2D.0/8_8_SingaporeCrossSection.sts (revision 2666)
@@ -0,0 +1,200 @@
+[Frame]
+ProjectId=-
+AnnexNum=-
+DrawnBy=-
+DateStamp=-
+UseCurrentDate=1
+
+[Page]
+PagePrintAxes01=0
+PageOrientation01=1
+PageMarginLeft01=10
+PageMarginRight01=30
+PageMarginTop01=10
+PageMarginBottom01=10
+PageWidth01=210
+PageHeight01=297
+PagePrintAxes02=0
+PageOrientation02=0
+PageMarginLeft02=30
+PageMarginRight02=10
+PageMarginTop02=10
+PageMarginBottom02=10
+PageWidth02=210
+PageHeight02=297
+
+[Graphic input]
+Grid Distance=1
+Selection accuracy=2
+Limit Left=-100
+Limit Right=100
+Limit Bottom=-20
+Limit Top=20
+Rulers=1
+Grid=1
+Snap=0
+InfoBar=1
+Cursor=0
+Origin=1
+Deform=0
+Points on=1
+Point numbers on=0
+Auto scale setting=1
+Legend on=1
+Layerlabels on=1
+Layercolors on=1
+Layerlabels as=2
+Settlement factor=1000
+Loads=1
+Loads Numbering=1
+Forbidden Lines=1
+Forbidden Lines Numbering=1
+GeoTextiles=1
+GeoTextiles Numbering=1
+Nails=1
+Nails Numbering=1
+Reference Level=1
+IsoLines=1
+Loads Default=1
+Loads Size=2
+Units in N_mm=0
+Isolines Numbering=1
+Isolines Values=0
+Nr of Isolines=11
+Isolines Min Value=1
+Isolines Max Value=1.5
+Save Limit=1.5
+Fail Limit=1
+
+[Results Graph]
+Grid Distance=1
+Selection accuracy=2
+Limit Left=-100
+Limit Right=100
+Limit Bottom=-20
+Limit Top=20
+Rulers=1
+Grid=0
+Snap=0
+InfoBar=1
+Cursor=0
+Origin=1
+Deform=1
+Points on=0
+Point numbers on=0
+Auto scale setting=1
+Legend on=1
+Layerlabels on=1
+Layercolors on=1
+Layerlabels as=0
+Settlement factor=1000
+Loads=1
+Loads Numbering=1
+Forbidden Lines=1
+Forbidden Lines Numbering=1
+GeoTextiles=1
+GeoTextiles Numbering=1
+Nails=1
+Nails Numbering=1
+Reference Level=1
+IsoLines=1
+Loads Default=1
+Loads Size=2
+Units in N_mm=0
+Isolines Numbering=1
+Isolines Values=0
+Nr of Isolines=11
+Isolines Min Value=1
+Isolines Max Value=1.5
+Save Limit=1.5
+Fail Limit=1
+
+[FMin grid]
+Grid Distance=1
+Selection accuracy=2
+Limit Left=-100
+Limit Right=100
+Limit Bottom=-20
+Limit Top=20
+Rulers=1
+Grid=0
+Snap=0
+InfoBar=1
+Cursor=0
+Origin=0
+Deform=1
+Points on=0
+Point numbers on=0
+Auto scale setting=1
+Legend on=0
+Layerlabels on=1
+Layercolors on=1
+Layerlabels as=0
+Settlement factor=1000
+Loads=0
+Loads Numbering=0
+Forbidden Lines=0
+Forbidden Lines Numbering=0
+GeoTextiles=0
+GeoTextiles Numbering=0
+Nails=1
+Nails Numbering=1
+Reference Level=1
+IsoLines=1
+Loads Default=1
+Loads Size=2
+Units in N_mm=0
+Isolines Numbering=1
+Isolines Values=0
+Nr of Isolines=11
+Isolines Min Value=1
+Isolines Max Value=1.5
+Save Limit=1.5
+Fail Limit=1
+
+[Safety overview]
+Grid Distance=1
+Selection accuracy=2
+Limit Left=-100
+Limit Right=100
+Limit Bottom=-20
+Limit Top=20
+Rulers=1
+Grid=0
+Snap=0
+InfoBar=1
+Cursor=0
+Origin=1
+Deform=1
+Points on=0
+Point numbers on=0
+Auto scale setting=1
+Legend on=1
+Layerlabels on=1
+Layercolors on=1
+Layerlabels as=0
+Settlement factor=1000
+Loads=1
+Loads Numbering=1
+Forbidden Lines=1
+Forbidden Lines Numbering=1
+GeoTextiles=1
+GeoTextiles Numbering=1
+Nails=1
+Nails Numbering=1
+Reference Level=1
+IsoLines=1
+Loads Default=1
+Loads Size=2
+Units in N_mm=0
+Isolines Numbering=1
+Isolines Values=0
+Nr of Isolines=11
+Isolines Min Value=1
+Isolines Max Value=1.5
+Save Limit=1.5
+Fail Limit=1
+
+[Calculation]
+Graphic Indicator=1
+Short Report=0