Index: IssueRelatedData/MWDAM-1433/Stabiliteit/Geometries/324+31.sto
===================================================================
diff -u
--- IssueRelatedData/MWDAM-1433/Stabiliteit/Geometries/324+31.sto (revision 0)
+++ IssueRelatedData/MWDAM-1433/Stabiliteit/Geometries/324+31.sto (revision 2219)
@@ -0,0 +1,701 @@
+Programma : D-Geo Stability
+Versie : 16.2.1.4
+Licentie : Unknown
+Bedrijf :
+Datum : 27-2-2017
+Tijd : 11:52:15
+
+Uitvoerbestand: \\tsclient\W\WK\4. Projecten\1. DAM\3. 2015\1. PWK\Stabiliteit\Geometries\324+31.sto
+Invoerbestand: \\tsclient\W\WK\4. Projecten\1. DAM\3. 2015\1. PWK\Stabiliteit\Geometries\324+31.sti
+========================== BEGIN VAN GEGEVENS ==========================
+
+
+ WEERGAVE VAN DE INVOER
+ ======================
+
+
+ Probleemidentificatie : Dijkverbetering Keent/Grave
+ : Profiel 324 + 31
+
+ Berekeningsmodel : Bishop
+ Default schuifsterkte : C phi
+ Zone type : Nieuw
+
+ LAAGSCHEIDINGEN
+ ===============
+
+ Laagsch. no.| Co-ordinates [m]
+ ------------|----------------------------------------------------
+ |
+ 13 - X - | 0.00 5.16 7.50 26.35 28.93 33.89
+ 13 - Y - | 6.33 6.34 6.39 6.77 7.00 7.44
+ |
+ 13 - X - | 34.37 40.29 42.37 44.63 45.00 48.47
+ 13 - Y - | 7.62 9.83 10.61 11.46 11.60 11.87
+ |
+ 13 - X - | 50.00 54.00 54.95 57.15 64.26 64.83
+ 13 - Y - | 11.99 11.81 11.79 11.43 8.59 8.56
+ |
+ 13 - X - | 68.20 69.09 77.00 81.00 85.00 90.00
+ 13 - Y - | 8.40 8.28 7.17 7.18 7.07 6.96
+ |
+ 12 - X - | 0.00 5.16 7.50 26.35 28.93 33.89
+ 12 - Y - | 6.33 6.34 6.39 6.77 7.00 7.44
+ |
+ 12 - X - | 34.37 40.29 42.37 44.63 45.00 48.47
+ 12 - Y - | 7.62 9.83 10.61 11.46 11.60 11.87
+ |
+ 12 - X - | 50.00 54.00 54.95 57.15 64.26 64.83
+ 12 - Y - | 11.99 11.81 11.79 11.43 8.59 8.56
+ |
+ 12 - X - | 68.20 68.24 69.03 69.09 77.00 81.00
+ 12 - Y - | 8.40 8.04 7.96 8.28 7.17 7.18
+ |
+ 12 - X - | 85.00 90.00
+ 12 - Y - | 7.07 6.96
+ |
+ 11 - X - | 0.00 5.16 7.50 26.35 28.93 33.89
+ 11 - Y - | 6.33 6.34 6.39 6.77 7.00 7.44
+ |
+ 11 - X - | 34.37 40.29 42.37 44.63 45.00 48.47
+ 11 - Y - | 7.62 9.83 10.61 11.46 11.60 11.87
+ |
+ 11 - X - | 50.00 54.00 54.95 57.15 57.18 59.57
+ 11 - Y - | 11.99 11.81 11.79 11.43 11.05 10.08
+ |
+ 11 - X - | 64.00 64.25 64.26 64.83 68.20 68.24
+ 11 - Y - | 8.26 8.27 8.59 8.56 8.40 8.04
+ |
+ 11 - X - | 69.03 69.09 77.00 81.00 85.00 90.00
+ 11 - Y - | 7.96 8.28 7.17 7.18 7.07 6.96
+ |
+ 10 - X - | 0.00 5.16 7.50 26.35 28.93 33.89
+ 10 - Y - | 6.33 6.34 6.39 6.77 7.00 7.44
+ |
+ 10 - X - | 34.37 40.29 42.37 44.63 45.00 48.47
+ 10 - Y - | 7.62 9.83 10.61 11.46 11.60 11.87
+ |
+ 10 - X - | 50.00 54.00 54.95 57.15 57.18 59.02
+ 10 - Y - | 11.99 11.81 11.79 11.43 11.05 10.18
+ |
+ 10 - X - | 59.57 64.00 64.25 64.26 64.83 68.20
+ 10 - Y - | 10.08 8.26 8.27 8.59 8.56 8.40
+ |
+ 10 - X - | 68.24 69.03 69.09 77.00 81.00 85.00
+ 10 - Y - | 8.04 7.96 8.28 7.17 7.18 7.07
+ |
+ 10 - X - | 90.00
+ 10 - Y - | 6.96
+ |
+ 9 - X - | 0.00 5.16 7.50 26.35 28.93 33.89
+ 9 - Y - | 6.33 6.34 6.39 6.77 7.00 7.44
+ |
+ 9 - X - | 34.37 40.29 42.37 44.63 45.00 48.47
+ 9 - Y - | 7.62 9.83 10.61 11.46 11.60 11.87
+ |
+ 9 - X - | 50.00 54.00 54.95 57.15 57.18 59.02
+ 9 - Y - | 11.99 11.81 11.79 11.43 11.05 10.18
+ |
+ 9 - X - | 61.68 62.78 63.06 64.00 64.25 64.26
+ 9 - Y - | 8.92 8.40 8.27 8.26 8.27 8.59
+ |
+ 9 - X - | 64.83 68.20 68.24 69.03 69.09 77.00
+ 9 - Y - | 8.56 8.40 8.04 7.96 8.28 7.17
+ |
+ 9 - X - | 81.00 85.00 90.00
+ 9 - Y - | 7.18 7.07 6.96
+ |
+ 8 - X - | 0.00 5.16 7.50 26.35 28.93 33.89
+ 8 - Y - | 6.33 6.34 6.39 6.77 7.00 7.44
+ |
+ 8 - X - | 34.37 40.29 42.37 44.63 45.00 48.47
+ 8 - Y - | 7.62 9.83 10.61 11.46 11.60 11.87
+ |
+ 8 - X - | 48.50 50.01 53.90 54.00 54.95 57.15
+ 8 - Y - | 11.50 11.56 11.36 11.81 11.79 11.43
+ |
+ 8 - X - | 57.18 59.02 61.68 62.78 63.06 64.00
+ 8 - Y - | 11.05 10.18 8.92 8.40 8.27 8.26
+ |
+ 8 - X - | 64.25 64.26 64.83 68.20 68.24 69.03
+ 8 - Y - | 8.27 8.59 8.56 8.40 8.04 7.96
+ |
+ 8 - X - | 69.09 77.00 81.00 85.00 90.00
+ 8 - Y - | 8.28 7.17 7.18 7.07 6.96
+ |
+ 7 - X - | 0.00 5.16 7.50 26.35 28.93 33.89
+ 7 - Y - | 6.33 6.34 6.39 6.77 7.00 7.44
+ |
+ 7 - X - | 34.37 40.29 42.37 48.55 52.54 55.19
+ 7 - Y - | 7.62 9.83 10.61 11.00 11.00 10.92
+ |
+ 7 - X - | 59.02 61.68 62.78 63.06 64.00 64.25
+ 7 - Y - | 10.18 8.92 8.40 8.27 8.26 8.27
+ |
+ 7 - X - | 64.26 64.83 68.20 68.24 69.03 69.09
+ 7 - Y - | 8.59 8.56 8.40 8.04 7.96 8.28
+ |
+ 7 - X - | 77.00 81.00 85.00 90.00
+ 7 - Y - | 7.17 7.18 7.07 6.96
+ |
+ 6 - X - | 0.00 5.16 7.50 26.35 28.93 33.89
+ 6 - Y - | 6.33 6.34 6.39 6.77 7.00 7.44
+ |
+ 6 - X - | 34.37 42.86 48.63 50.41 51.26 53.49
+ 6 - Y - | 7.62 7.60 7.50 7.50 7.50 7.67
+ |
+ 6 - X - | 56.18 59.71 62.78 63.06 64.00 64.25
+ 6 - Y - | 8.04 8.31 8.40 8.27 8.26 8.27
+ |
+ 6 - X - | 64.26 64.83 68.20 68.24 69.03 69.09
+ 6 - Y - | 8.59 8.56 8.40 8.04 7.96 8.28
+ |
+ 6 - X - | 77.00 81.00 85.00 90.00
+ 6 - Y - | 7.17 7.18 7.07 6.96
+ |
+ 5 - X - | 0.00 5.16 7.50 26.35 28.93 33.89
+ 5 - Y - | 6.33 6.34 6.39 6.77 7.00 7.44
+ |
+ 5 - X - | 34.37 42.86 48.63 50.41 51.30 55.82
+ 5 - Y - | 7.62 7.60 7.50 7.50 7.04 6.99
+ |
+ 5 - X - | 58.98 61.58 63.93 64.81 76.89 90.00
+ 5 - Y - | 6.77 6.51 6.20 6.20 6.20 6.20
+ |
+ 4 - X - | 0.00 5.16 7.50 8.15 9.79 10.42
+ 4 - Y - | 6.33 6.34 6.39 6.07 5.24 5.00
+ |
+ 4 - X - | 11.64 12.56 16.12 16.82 20.26 26.36
+ 4 - Y - | 4.73 4.48 4.44 4.86 4.96 5.28
+ |
+ 4 - X - | 28.93 28.93 28.93 28.93 33.89 34.37
+ 4 - Y - | 5.56 6.36 6.84 7.00 7.44 7.62
+ |
+ 4 - X - | 42.86 48.63 50.41 51.30 55.82 58.98
+ 4 - Y - | 7.60 7.50 7.50 7.04 6.99 6.77
+ |
+ 4 - X - | 61.58 63.93 64.81 76.89 90.00
+ 4 - Y - | 6.51 6.20 6.20 6.20 6.20
+ |
+ 3 - X - | 0.00 5.16 7.50 8.15 9.79 10.42
+ 3 - Y - | 6.33 6.34 6.39 6.07 5.24 5.00
+ |
+ 3 - X - | 11.64 12.56 16.12 16.82 20.26 31.30
+ 3 - Y - | 4.73 4.48 4.44 4.86 4.96 5.00
+ |
+ 3 - X - | 34.89 38.36 42.11 45.29 48.51 51.30
+ 3 - Y - | 5.00 5.47 6.29 6.78 7.01 7.04
+ |
+ 3 - X - | 55.82 58.98 61.58 63.93 64.81 76.89
+ 3 - Y - | 6.99 6.77 6.51 6.20 6.20 6.20
+ |
+ 3 - X - | 90.00
+ 3 - Y - | 6.20
+ |
+ 2 - X - | 0.00 10.42 11.64 12.56 16.12 16.82
+ 2 - Y - | 5.00 5.00 4.73 4.48 4.44 4.86
+ |
+ 2 - X - | 20.26 31.30 34.89 38.36 42.11 45.29
+ 2 - Y - | 4.96 5.00 5.00 5.47 6.29 6.78
+ |
+ 2 - X - | 48.51 51.30 55.82 58.98 61.58 63.93
+ 2 - Y - | 7.01 7.04 6.99 6.77 6.51 6.20
+ |
+ 2 - X - | 64.81 76.89 90.00
+ 2 - Y - | 6.20 6.20 6.20
+ |
+ 1 - X - | 0.00 4.97 11.92 17.79 35.57 40.39
+ 1 - Y - | 3.41 3.33 2.98 3.48 3.69 4.54
+ |
+ 1 - X - | 44.85 52.50 60.90 63.85 69.10 74.29
+ 1 - Y - | 5.53 5.88 5.51 4.93 4.93 4.99
+ |
+ 1 - X - | 90.00
+ 1 - Y - | 4.99
+ |
+ 0 - X - | 0.00 90.00
+ 0 - Y - | -6.70 -6.70
+
+
+
+ PN LIJNEN
+ =========
+
+ PN lijn no. | Co-ordinates [m]
+ ------------|----------------------------------------------------
+ |
+ 1 - X - | 0.00 44.36 45.31 54.95 64.26 68.20
+ 1 - Y - | 11.36 11.35 10.85 10.36 8.59 8.40
+ |
+ 1 - X - | 69.09 77.00 81.00 85.00 90.00
+ 1 - Y - | 8.28 7.17 7.18 7.07 6.96
+ |
+ 2 - X - | 0.00 10.00 33.89 64.26 77.00 90.00
+ 2 - Y - | 11.36 11.36 10.49 7.90 7.90 7.52
+
+
+
+
+ Soortelijk gewicht van water gebruikt voor berekening: 9.81 [kN/m3]
+ Het grondwaterniveau wordt bepaald door PN-lijn nummer 1
+
+
+
+ REFERENTIE LIJN SU
+ ==================
+
+
+ | Co-ordinates [m]
+--------- |-----------------------------------------------------------
+ |
+ - X - | 0.00 5.16 7.50 26.35 28.93 33.89 34.37
+ - Y - | 6.33 6.34 6.39 6.77 7.00 7.44 7.62
+ |
+--------- |-----------------------------------------------------------
+ |
+ - X - | 40.29 42.37 44.63 45.00 48.47 48.50 50.01
+ - Y - | 9.83 10.61 11.46 11.60 11.87 11.50 11.56
+ |
+--------- |-----------------------------------------------------------
+ |
+ - X - | 53.90 54.00 54.95 57.15 57.18 59.02 61.68
+ - Y - | 11.36 11.81 11.79 11.43 11.05 10.18 8.92
+ |
+--------- |-----------------------------------------------------------
+ |
+ - X - | 62.78 63.06 64.00 64.25 64.26 64.83 68.20
+ - Y - | 8.40 8.27 8.26 8.27 8.59 8.56 8.40
+ |
+--------- |-----------------------------------------------------------
+ |
+ - X - | 68.24 69.03 69.09 77.00 81.00 85.00 90.00
+ - Y - | 8.04 7.96 8.28 7.17 7.18 7.07 6.96
+ |
+--------- |-----------------------------------------------------------
+ |
+ - X - |
+ - Y - |
+
+
+ Volume gewicht, droog 16.00 [kN/m3]
+ Volume gewicht, nat 18.00 [kN/m3]
+
+
+
+ VERBODEN LIJNEN
+ ===============
+
+ Lijn | X-begin | Y-begin | X-einde | Y-einde |
+ nummer | [m] | [m] | [m] | [m] |
+ ------------|---------|---------|---------|---------|
+ 1 | 59.20 | 10.84 | 54.20 | 10.84 |
+
+
+
+ GRONDEIGENSCHAPPEN
+ ==================
+
+ Laag no. | Materiaalnaam
+ ---------|-----------------------------
+ 13 | weg
+ 12 | klei, nieuw
+ 11 | klei, nieuw
+ 10 | klei, nieuw
+ 9 | weg
+ 8 | klei, huidig
+ 7 | zandtussenlaag
+ 6 | klei, huidig
+ 5 | klei, nieuw
+ 4 | klei, huidig
+ 3 | klei, huidig
+ 2 | zandtussenlaag
+ 1 | wl_zandondergrond
+
+ Laag | Gam usat| Gam sat | PN-lijn | PN-lijn |
+ nummer | [kN/m3] | [kN/m3] |bovenkant|onderkant|
+ ---------|---------|---------|---------|---------|
+ 13 | 20.00 | 22.00 | 1 | 1 |
+ 12 | 16.00 | 18.00 | 1 | 1 |
+ 11 | 16.00 | 18.00 | 1 | 1 |
+ 10 | 16.00 | 18.00 | 1 | 1 |
+ 9 | 20.00 | 22.00 | 1 | 1 |
+ 8 | 18.50 | 19.20 | 1 | 1 |
+ 7 | 18.00 | 20.00 | 1 | 1 |
+ 6 | 18.50 | 19.20 | 1 | 1 |
+ 5 | 16.00 | 18.00 | 1 | 1 |
+ 4 | 18.50 | 19.20 | 1 | 1 |
+ 3 | 18.50 | 19.20 | 1 | 1 |
+ 2 | 18.00 | 20.00 | 99 | 99 |
+ 1 | 19.00 | 21.00 | 2 | - |
+
+ Laag | Cohesie | Phi |Dilatant.| S | POP | m |
+ nummer | [kN/m2] | [graden]| [graden]| [ - ] | [kN/m2] | [ - ] |
+ ---------|---------|---------|---------|---------|---------|---------|
+ 13 | 0.00 | 34.96 | 34.96 | - | - | - |
+ 12 | 2.00 | 19.04 | 19.04 | - | - | - |
+ 11 | 2.00 | 19.04 | 19.04 | - | - | - |
+ 10 | 2.00 | 19.04 | 19.04 | - | - | - |
+ 9 | 0.00 | 34.96 | 34.96 | - | - | - |
+ 8 | 1.28 | 24.08 | 24.08 | - | - | - |
+ 7 | 0.00 | 25.69 | 25.69 | - | - | - |
+ 6 | 1.28 | 24.08 | 24.08 | - | - | - |
+ 5 | 2.00 | 19.04 | 19.04 | - | - | - |
+ 4 | 1.28 | 24.08 | 24.08 | - | - | - |
+ 3 | 1.28 | 24.08 | 24.08 | - | - | - |
+ 2 | 0.00 | 25.69 | 25.69 | - | - | - |
+ 1 | 0.00 | 30.26 | 30.26 | - | - | - |
+
+ Laag | Su boven| Su onder| Su grad.|
+ nummer | [kN/m2] | [kN/m2] |[kN/m2/m]|
+ ---------|---------|---------|---------|
+ 13 | - | - | - |
+ 12 | - | - | - |
+ 11 | - | - | - |
+ 10 | - | - | - |
+ 9 | - | - | - |
+ 8 | - | - | - |
+ 7 | - | - | - |
+ 6 | - | - | - |
+ 5 | - | - | - |
+ 4 | - | - | - |
+ 3 | - | - | - |
+ 2 | - | - | - |
+ 1 | - | - | - |
+
+
+
+ Geen consolidatiegraad <> 100% ingevoerd.
+
+
+
+ MIDDELPUNT VAN GRID EN TANGENTLIJNEN
+ ====================================
+
+ X coordinaat grid links : 57.65 [m]
+ X coordinaat grid rechts : 62.65 [m]
+ Aantal gridpunten in X - richting : 11
+
+ Y coordinaat grid onderkant : 28.32 [m]
+ Y coordinaat grid bovenkant : 33.32 [m]
+ Aantal gridpunten in Y - richting : 11
+
+ Y coordinaat tangent kleinste cirkel : 8.66 [m]
+ Y coordinaat tangent grootste cirkel : 5.66 [m]
+ Aantal cirkels per gridpunt : 13
+
+ Geen vaste punten ingevoerd.
+
+ Totaal aantal middelpunten in het grid: 121
+ Totaal aantal glijcirkels in het grid: 1573
+
+
+
+ GEMETEN GRENSSPANNING
+ =====================
+
+ Geen gemeten grensspanning ingevoerd.
+ LIJNLASTEN
+ ==========
+
+ Geen lijnlast ingevoerd.
+
+
+
+ UNIFORME BELASTING
+ ==================
+
+ Uniforme | Grootte | X begin | X eind |Verdeling| Belasting |
+ belasting | [kN/m] | [m] | [m] | graden | Type |
+ ------------|---------|---------|---------|---------|-----------|
+ 1 | 13.30 | 51.47 | 53.97 | 30.00 | Tijdelijk |
+
+
+
+ BOOM OP HELLING
+ ===============
+
+ Geen boom op helling ingevoerd.
+
+
+
+ CONSOLIDATIEGRAAD: TIJDELIJKE BELASTINGEN
+ =========================================
+
+ Laagnummer | Consolidatiegraad
+ -------------|-------------------------
+ 13 | 100
+ 12 | 0
+ 11 | 0
+ 10 | 0
+ 9 | 100
+ 8 | 0
+ 7 | 100
+ 6 | 0
+ 5 | 0
+ 4 | 0
+ 3 | 0
+ 2 | 100
+ 1 | 100
+
+
+
+ GEOTEXTIELEN
+ ============
+
+ Geen geotextielen ingevoerd.
+
+
+
+ AARDBEVING
+ ==========
+
+ Geen aardbevingsfactoren ingevoerd.
+
+
+
+ ZONE
+ ====
+
+ Dijktafelhoogte [m] = 11.60
+ X coordinate zonebegin [m] = 45.00
+ Grens van invloed van M.H.W. bij X [m] = 54.95
+ Grens van invloed van M.H.W. bij Y [m] = 8.59
+ Vereiste veiligheid in zone 1a = 1.08
+ Vereiste veiligheid in zone 1b = 1.08
+ Vereiste veiligheid in zone 2a = 1.00
+ Vereiste veiligheid in zone 2b = 1.00
+ Linkerzijde van de minimale weg [m] = 50.00
+ Rechterzijde van de minimale weg [m] = 50.00
+ Vereiste veiligheid in zone 3a = 0.90
+ Vereiste veiligheid in zone 3b = 0.90
+ Stabiliteitsberekeningszijde = rechts
+ Reductiefactor voor verkneding = 0.50
+ Schematisatie reductiefactor = 0.80
+ Overslag <= 0.1 l/m/s
+
+
+
+***************** De invoer is gecontroleerd en is correct. ****************
+******************************************************************************
+
+
+ RESULTATEN VAN STABILITEITSANALYSE
+ ==================================
+
+
+
+ Het middelpunt van de kritieke cirkel ligt op de rand van het grid.
+
+ Nieuw grid met : X minimum = 58.15 [m]
+ X maximum = 63.15 [m]
+ Y minimum = 27.82 [m]
+ Y maximum = 32.82 [m]
+
+
+ Het middelpunt van de kritieke cirkel ligt op de rand van het grid.
+
+ Nieuw grid met : X minimum = 58.65 [m]
+ X maximum = 63.65 [m]
+ Y minimum = 27.32 [m]
+ Y maximum = 32.32 [m]
+
+
+ Het middelpunt van de kritieke cirkel ligt op de rand van het grid.
+
+ Nieuw grid met : X minimum = 59.15 [m]
+ X maximum = 64.15 [m]
+ Y minimum = 26.82 [m]
+ Y maximum = 31.82 [m]
+
+
+ Het middelpunt van de kritieke cirkel ligt op de rand van het grid.
+
+ Nieuw grid met : X minimum = 59.15 [m]
+ X maximum = 64.15 [m]
+ Y minimum = 26.32 [m]
+ Y maximum = 31.32 [m]
+
+
+ Het middelpunt van de kritieke cirkel ligt op de rand van het grid.
+
+ Nieuw grid met : X minimum = 59.15 [m]
+ X maximum = 64.15 [m]
+ Y minimum = 25.82 [m]
+ Y maximum = 30.82 [m]
+
+
+ Het middelpunt van de kritieke cirkel ligt op de rand van het grid.
+
+ Nieuw grid met : X minimum = 59.15 [m]
+ X maximum = 64.15 [m]
+ Y minimum = 25.32 [m]
+ Y maximum = 30.32 [m]
+
+
+ Het middelpunt van de kritieke cirkel ligt op de rand van het grid.
+
+ Nieuw grid met : X minimum = 59.15 [m]
+ X maximum = 64.15 [m]
+ Y minimum = 24.82 [m]
+ Y maximum = 29.82 [m]
+
+
+ Het middelpunt van de kritieke cirkel ligt op de rand van het grid.
+
+ Nieuw grid met : X minimum = 59.15 [m]
+ X maximum = 64.15 [m]
+ Y minimum = 24.32 [m]
+ Y maximum = 29.32 [m]
+
+
+ Het middelpunt van de kritieke cirkel ligt op de rand van het grid.
+
+ Nieuw grid met : X minimum = 59.15 [m]
+ X maximum = 64.15 [m]
+ Y minimum = 23.82 [m]
+ Y maximum = 28.82 [m]
+
+
+ Het middelpunt van de kritieke cirkel ligt op de rand van het grid.
+
+ Nieuw grid met : X minimum = 59.15 [m]
+ X maximum = 64.15 [m]
+ Y minimum = 23.32 [m]
+ Y maximum = 28.32 [m]
+
+
+ Het middelpunt van de kritieke cirkel ligt op de rand van het grid.
+
+ Nieuw grid met : X minimum = 59.15 [m]
+ X maximum = 64.15 [m]
+ Y minimum = 22.82 [m]
+ Y maximum = 27.82 [m]
+
+
+ Het middelpunt van de kritieke cirkel ligt op de rand van het grid.
+
+ Nieuw grid met : X minimum = 59.15 [m]
+ X maximum = 64.15 [m]
+ Y minimum = 22.32 [m]
+ Y maximum = 27.32 [m]
+
+
+ Het middelpunt van de kritieke cirkel ligt op de rand van het grid.
+
+ Nieuw grid met : X minimum = 59.15 [m]
+ X maximum = 64.15 [m]
+ Y minimum = 21.82 [m]
+ Y maximum = 26.82 [m]
+
+
+ Het middelpunt van de kritieke cirkel ligt op de rand van het grid.
+
+ Nieuw grid met : X minimum = 59.15 [m]
+ X maximum = 64.15 [m]
+ Y minimum = 21.32 [m]
+ Y maximum = 26.32 [m]
+
+
+ Het middelpunt van de kritieke cirkel ligt op de rand van het grid.
+
+ Nieuw grid met : X minimum = 59.15 [m]
+ X maximum = 64.15 [m]
+ Y minimum = 20.82 [m]
+ Y maximum = 25.82 [m]
+
+
+ Het middelpunt van de kritieke cirkel ligt op de rand van het grid.
+
+ Nieuw grid met : X minimum = 59.15 [m]
+ X maximum = 64.15 [m]
+ Y minimum = 20.32 [m]
+ Y maximum = 25.32 [m]
+
+
+ Het middelpunt van de kritieke cirkel ligt op de rand van het grid.
+
+ Nieuw grid met : X minimum = 59.15 [m]
+ X maximum = 64.15 [m]
+ Y minimum = 19.82 [m]
+ Y maximum = 24.82 [m]
+
+
+ Informatie over de kritieke cirkel : Fmin = 1.302
+ Gebruikte berekeningsmethode : Bishop - C phi
+ =============================================================================
+
+ X coordinaat middelpunt : 62.15 [m]
+ Y coordinaat middelpunt : 20.32 [m]
+ Staal van de kritieke cirkel : 12.91 [m]
+
+ Het middelpunt van de kritieke cirkel wordt ingesloten
+
+ Totaal aandrijvend moment : 1836.83 [kNm/m]
+ Drijvend moment vrij water : -0.18 [kNm/m]
+ Drijvend moment ext. belastingen: 189.30 [kNm/m]
+ Ge�tereerde weerstandsmoment : 2392.12 [kNm/m]
+ Niet-ge�tereerde weerstandsmom. : 2320.15 [kNm/m]
+
+
+
+ Informatie over glijvlak per zone : Fmin = 1.905
+ : Zone = 1A
+ Gebruikte berekeningsmethode : Bishop - C phi
+ =============================================================================
+
+ X coordinaat middelpunt : 61.15 [m]
+ Y coordinaat middelpunt : 34.32 [m]
+ Staal van de kritieke cirkel : 27.91 [m]
+
+ Het middelpunt van de kritieke cirkel wordt ingesloten
+
+ Totaal aandrijvend moment : 6446.98 [kNm/m]
+ Drijvend moment vrij water : -0.29 [kNm/m]
+ Drijvend moment ext. belastingen: 280.43 [kNm/m]
+ Ge�tereerde weerstandsmoment : 12280.69 [kNm/m]
+ Niet-ge�tereerde weerstandsmom. : 11842.29 [kNm/m]
+
+
+
+ Geen goed glijvlak gevonden.
+ in zone 1B
+
+
+ Informatie over glijvlak per zone : Fmin = 1.302
+ : Zone = 2A
+ Gebruikte berekeningsmethode : Bishop - C phi
+ =============================================================================
+
+ X coordinaat middelpunt : 62.15 [m]
+ Y coordinaat middelpunt : 20.32 [m]
+ Staal van de kritieke cirkel : 12.91 [m]
+
+ Het middelpunt van de kritieke cirkel wordt ingesloten
+
+ Totaal aandrijvend moment : 1836.83 [kNm/m]
+ Drijvend moment vrij water : -0.18 [kNm/m]
+ Drijvend moment ext. belastingen: 189.30 [kNm/m]
+ Ge�tereerde weerstandsmoment : 2392.12 [kNm/m]
+ Niet-ge�tereerde weerstandsmom. : 2320.15 [kNm/m]
+
+
+
+ Geen goed glijvlak gevonden.
+ in zone 2B
+
+
+ Geen goed glijvlak gevonden.
+ in zone 3A
+
+
+ Geen goed glijvlak gevonden.
+ in zone 3B
+
+
+
+ EINDE VAN D-Geo Stability UITVOER
+ =================================
+
+
+ EINDE VAN D-Geo Stability UITVOER
+ =================================
Index: IssueRelatedData/MWDAM-1433/Stabiliteit/Geometries/Grave 342 verbetering met taludverflauwing.std
===================================================================
diff -u
--- IssueRelatedData/MWDAM-1433/Stabiliteit/Geometries/Grave 342 verbetering met taludverflauwing.std (revision 0)
+++ IssueRelatedData/MWDAM-1433/Stabiliteit/Geometries/Grave 342 verbetering met taludverflauwing.std (revision 2219)
@@ -0,0 +1,2518 @@
+Dump file for D-Geo Stability : Stability of earth slopes.
+==============================================================================
+COMPANY : Waterschap Aa en Maas
+LICENSE : Unknown
+DATE : 27-2-2017
+TIME : 14:48:19
+FILENAME : W:\WK\4. Projecten\1. DAM\3. 2015\1. PWK\Stabiliteit\Geometries\Grave 342 verbetering met taludverflauwing.std
+CREATED BY : D-Geo Stability version 15.1.2.4
+========================== BEGINNING OF DATA ==========================
+[Input Data]
+[VERSION]
+Soil=1001
+Geometry=1000
+StressCurve=1000
+BondStressDiagram=1000
+D-Geo Stability=1004
+[END OF VERSION]
+
+[SOIL COLLECTION]
+ 6 = number of items
+[SOIL]
+Wegmateriaal
+SoilColor=16575398
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=22.00
+SoilGamWet=20.00
+SoilRestSlope=0
+SoilCohesion=0.00
+SoilPhi=34.96
+SoilDilatancy=0.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=0
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilPc=0.00E+00
+StrengthIncreaseExponent=0.70
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+xCoorSoilPc=-100.000
+yCoorSoilPc=-100.000
+IsPopCalculated=0
+IsOCRCalculated=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]
+Zand tussen (1)
+SoilColor=8454143
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=18.00
+SoilGamWet=20.00
+SoilRestSlope=0
+SoilCohesion=1.21
+SoilPhi=26.69
+SoilDilatancy=0.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=0
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilPc=0.00E+00
+StrengthIncreaseExponent=0.70
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+xCoorSoilPc=-100.000
+yCoorSoilPc=-100.000
+IsPopCalculated=0
+IsOCRCalculated=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]
+Huidige klei
+SoilColor=32768
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=18.50
+SoilGamWet=19.20
+SoilRestSlope=0
+SoilCohesion=1.28
+SoilPhi=24.08
+SoilDilatancy=0.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=0
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilPc=0.00E+00
+StrengthIncreaseExponent=0.70
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+xCoorSoilPc=-100.000
+yCoorSoilPc=-100.000
+IsPopCalculated=0
+IsOCRCalculated=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]
+Zand diep
+SoilColor=65535
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=19.00
+SoilGamWet=21.00
+SoilRestSlope=0
+SoilCohesion=0.00
+SoilPhi=30.26
+SoilDilatancy=0.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=0
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilPc=0.00E+00
+StrengthIncreaseExponent=0.70
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+xCoorSoilPc=-100.000
+yCoorSoilPc=-100.000
+IsPopCalculated=0
+IsOCRCalculated=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]
+Klei nieuw
+SoilColor=12171263
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=18.00
+SoilGamWet=16.00
+SoilRestSlope=0
+SoilCohesion=2.00
+SoilPhi=19.04
+SoilDilatancy=0.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=0
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilPc=0.00E+00
+StrengthIncreaseExponent=0.70
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+xCoorSoilPc=-100.000
+yCoorSoilPc=-100.000
+IsPopCalculated=0
+IsOCRCalculated=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]
+wl_Zand diep
+SoilColor=9276906
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=19.00
+SoilGamWet=21.00
+SoilRestSlope=0
+SoilCohesion=0.00
+SoilPhi=30.26
+SoilDilatancy=0.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=0
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilPc=0.00E+00
+StrengthIncreaseExponent=0.70
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+xCoorSoilPc=-100.000
+yCoorSoilPc=-100.000
+IsPopCalculated=0
+IsOCRCalculated=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]
+ 48 - Number of geometry points -
+ 1 127.800 8.070 0.000
+ 2 105.570 7.720 0.000
+ 3 95.406 7.600 0.000
+ 4 89.257 7.747 0.000
+ 5 72.477 11.727 0.000
+ 6 69.340 11.815 0.000
+ 7 66.454 11.668 0.000
+ 8 55.555 7.162 0.000
+ 9 44.416 7.300 0.000
+ 10 43.267 7.609 0.000
+ 11 27.718 8.474 0.000
+ 12 13.467 9.429 0.000
+ 13 0.000 9.217 0.000
+ 14 88.659 7.777 0.000
+ 15 88.427 7.783 0.000
+ 16 88.073 7.793 0.000
+ 17 87.797 7.800 0.000
+ 18 86.433 7.950 0.000
+ 19 82.424 8.370 0.000
+ 20 82.316 8.380 0.000
+ 21 80.328 9.056 0.000
+ 22 127.800 7.000 0.000
+ 23 89.689 7.000 0.000
+ 24 127.800 4.000 0.000
+ 25 97.346 4.000 0.000
+ 26 88.217 2.000 0.000
+ 27 75.812 0.000 0.000
+ 28 63.694 0.000 0.000
+ 29 54.712 0.700 0.000
+ 30 40.240 4.800 0.000
+ 31 0.000 4.800 0.000
+ 32 127.800 -5.000 0.000
+ 33 0.000 -5.000 0.000
+ 34 127.800 7.022 0.000
+ 35 108.380 7.000 0.000
+ 36 89.644 7.009 0.000
+ 37 73.223 11.090 0.000
+ 38 67.203 11.100 0.000
+ 39 65.058 11.339 0.000
+ 40 58.405 11.400 0.000
+ 41 50.654 11.400 0.000
+ 42 41.763 11.400 0.000
+ 43 0.000 11.400 0.000
+ 44 127.800 9.750 0.000
+ 45 89.295 9.930 0.000
+ 46 79.400 10.220 0.000
+ 47 54.907 11.140 0.000
+ 48 39.575 11.400 0.000
+[END OF POINTS]
+
+[CURVES]
+ 45 - 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
+ 8 7
+ 8 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 9 8
+ 9 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 10 9
+ 10 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 11 10
+ 11 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 12 11
+ 12 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 13 12
+ 13 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 14 4
+ 14 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 15 14
+ 15 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 16 15
+ 16 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 17 16
+ 17 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 18 17
+ 18 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 19 18
+ 19 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 20 19
+ 20 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 21 20
+ 21 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 5 21
+ 22 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 23 22
+ 23 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 18 23
+ 24 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 25 24
+ 25 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 26 25
+ 26 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 27 26
+ 27 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 28 27
+ 28 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 29 28
+ 29 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 30 29
+ 30 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 31 30
+ 31 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 33 32
+ 32 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 35 34
+ 33 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 36 35
+ 34 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 37 36
+ 35 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 38 37
+ 36 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 39 38
+ 37 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 40 39
+ 38 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 41 40
+ 39 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 42 41
+ 40 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 43 42
+ 41 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 45 44
+ 42 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 46 45
+ 43 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 47 46
+ 44 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 48 47
+ 45 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 43 48
+[END OF CURVES]
+
+[BOUNDARIES]
+ 5 - Number of boundaries -
+ 0 - Boundary number
+ 1 - number of curves on boundary, next line(s) are curvenumbers
+ 31
+ 1 - Boundary number
+ 7 - number of curves on boundary, next line(s) are curvenumbers
+ 30 29 28 27 26 25 24
+ 2 - Boundary number
+ 14 - number of curves on boundary, next line(s) are curvenumbers
+ 12 11 10 9 8 7 6 5 21 20
+ 19 18 23 22
+ 3 - Boundary number
+ 20 - number of curves on boundary, next line(s) are curvenumbers
+ 12 11 10 9 8 7 6 5 21 20
+ 19 18 17 16 15 14 13 3 2 1
+ 4 - Boundary number
+ 12 - number of curves on boundary, next line(s) are curvenumbers
+ 12 11 10 9 8 7 6 5 4 3
+ 2 1
+[END OF BOUNDARIES]
+
+[USE PROBABILISTIC DEFAULTS BOUNDARIES]
+ 5 - Number of boundaries -
+ 1
+ 1
+ 1
+ 1
+ 1
+[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES]
+
+[STDV BOUNDARIES]
+ 5 - Number of boundaries -
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+[END OF STDV BOUNDARIES]
+
+[DISTRIBUTION BOUNDARIES]
+ 5 - Number of boundaries -
+ 0
+ 0
+ 0
+ 0
+ 0
+[END OF DISTRIBUTION BOUNDARIES]
+
+[PIEZO LINES]
+ 2 - Number of piezometric level lines -
+ 1 - PlLine number
+ 9 - number of curves on PlLine, next line(s) are curvenumbers
+ 40 39 38 37 36 35 34 33 32
+ 2 - PlLine number
+ 5 - number of curves on PlLine, next line(s) are curvenumbers
+ 45 44 43 42 41
+[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]
+ 4 - Number of layers -
+ 1 - Layer number, next line is material of layer
+ wl_Zand diep
+ 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
+ Huidige klei
+ 1 - 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
+ Zand tussen (1)
+ 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
+ Klei nieuw
+ 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
+[END OF LAYERS]
+
+[LAYERLOADS]
+ - Layers which are loads -
+
+[END OF LAYERLOADS]
+
+[END OF GEOMETRY DATA]
+[RUN IDENTIFICATION TITLES]
+Dijring 36, Grave
+Profiel 342
+Verbeterd
+[MODEL]
+ 1 : Bishop
+ 1 : C phi
+ 0 : Probabilistic off
+ 1 : Mean
+ 1 : Geotextiles on
+ 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
+[UNIT WEIGHT WATER]
+ 9.81 : Unit weight water
+[DEGREE OF CONSOLIDATION]
+ 4 Number of layers
+ 4 100
+ 3 100 100
+ 2 100 100 100
+ 1 100 100 100 100
+ 0 capillary water not included
+[degree Temporary loads]
+ 100 0 100 0
+ 0 capillary water not included
+[degree Free water(Cu)]
+ 100 100 100 100
+[degree earth quake]
+ 100 100 100 100
+[CIRCLES]
+ 77.069 82.402 10 X-direction
+ 20.031 25.107 10 Y-direction
+ 9.000 3.000 10 Tangent lines
+ 69.340 0.000 0 no fixed point used
+[SPENCER SLIP DATA]
+ 0 Number of points
+[SPENCER SLIP DATA 2]
+ 0 Number of points
+[SPENCER SLIP INTERVAL]
+ 2 : Slip spencer interval
+[LINE LOADS]
+ 0 = number of items
+[UNIFORM LOADS ]
+ 1 = number of items
+Verkeer
+ 13.30 = magnitude
+ 68.39 70.88 = xstart and xend
+ 30.00 = distribution angle
+ 2 = temporary load
+[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
+[SIGMA-TAU CURVES]
+ 0 = number of items
+[END OF SIGMA-TAU CURVES]
+[BOND STRESS DIAGRAMS]
+ 0 = number of items
+[END OF BOND STRESS DIAGRAMS]
+[MINIMAL REQUIRED CIRCLE DEPTH]
+ 0.00 [m]
+[Slip Circle Selection]
+IsMinXEntryUsed=0
+IsMaxXEntryUsed=0
+XEntryMin=0.00
+XEntryMax=0.00
+[End of Slip Circle Selection]
+[START VALUE SAFETY FACTOR]
+ 1.000 [-]
+[REFERENCE LEVEL CU]
+ 4
+[LIFT SLIP DATA]
+ 78.783 82.379 5 X-direction Left
+ 18.743 21.545 5 Y-direction Left
+ 81.175 85.594 15 X-direction Right
+ 7.627 11.186 10 Y-direction Right
+ 6.800 6.800 1 Y-direction tangent lines
+ 0 Automatic grid calculation (1)
+[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
+ 4 - Number of layers
+ 1 1 = Pl-top and pl-bottom
+ 1 99 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+[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
+[WATER PRESSURE ON HORIZONTAL BAR]
+ 0 Use water pressure on horizontal bar
+[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]
+ 69.34 = X co-ordinate indicating start of zone [m]
+ 69.34 = 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
+ 69.34 = Left side minimum road [m]
+ 69.34 = Right side minimum road [m]
+ 0.90 = Required safety in zone 3a
+ 0.90 = Required safety in zone 3b
+ 0 Stability calculation at left side
+ 0.50 = Remolding reduction factor
+ 0.80 = Schematization reduction factor
+ 1 Overtopping condition less or equal 0.1 l/m/s
+[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
+[REQUESTED LIFT SLICES]
+ 50 = number of slices
+[REQUESTED SPENCER SLICES]
+ 50 = number of 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]
+[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]
+ 77.07 20.03 17.03 2.28
+ 77.07 20.03 16.36 2.19
+ 77.07 20.03 15.70 2.10
+ 77.07 20.03 15.03 2.01
+ 77.07 20.03 14.36 1.91
+ 77.07 20.03 13.70 1.82
+ 77.07 20.03 13.03 1.72
+ 77.07 20.03 12.36 1.63
+ 77.07 20.03 11.70 1.61
+ 77.07 20.03 11.03 1.74
+ 77.07 20.59 17.59 2.29
+ 77.07 20.59 16.93 2.20
+ 77.07 20.59 16.26 2.12
+ 77.07 20.59 15.59 2.03
+ 77.07 20.59 14.93 1.93
+ 77.07 20.59 14.26 1.83
+ 77.07 20.59 13.59 1.74
+ 77.07 20.59 12.93 1.66
+ 77.07 20.59 12.26 1.61
+ 77.07 20.59 11.59 1.72
+ 77.07 21.16 18.16 2.30
+ 77.07 21.16 17.49 2.22
+ 77.07 21.16 16.83 2.13
+ 77.07 21.16 16.16 2.04
+ 77.07 21.16 15.49 1.95
+ 77.07 21.16 14.83 1.85
+ 77.07 21.16 14.16 1.76
+ 77.07 21.16 13.49 1.67
+ 77.07 21.16 12.83 1.61
+ 77.07 21.16 12.16 1.71
+ 77.07 21.72 18.72 2.31
+ 77.07 21.72 18.06 2.23
+ 77.07 21.72 17.39 2.14
+ 77.07 21.72 16.72 2.06
+ 77.07 21.72 16.06 1.97
+ 77.07 21.72 15.39 1.87
+ 77.07 21.72 14.72 1.79
+ 77.07 21.72 14.06 1.70
+ 77.07 21.72 13.39 1.65
+ 77.07 21.72 12.72 1.70
+ 77.07 22.29 19.29 2.32
+ 77.07 22.29 18.62 2.24
+ 77.07 22.29 17.95 2.16
+ 77.07 22.29 17.29 2.07
+ 77.07 22.29 16.62 1.99
+ 77.07 22.29 15.95 1.90
+ 77.07 22.29 15.29 1.81
+ 77.07 22.29 14.62 1.72
+ 77.07 22.29 13.95 1.65
+ 77.07 22.29 13.29 1.70
+ 77.07 22.85 19.85 2.33
+ 77.07 22.85 19.18 2.25
+ 77.07 22.85 18.52 2.17
+ 77.07 22.85 17.85 2.09
+ 77.07 22.85 17.18 2.01
+ 77.07 22.85 16.52 1.92
+ 77.07 22.85 15.85 1.83
+ 77.07 22.85 15.18 1.75
+ 77.07 22.85 14.52 1.68
+ 77.07 22.85 13.85 1.69
+ 77.07 23.41 20.41 2.35
+ 77.07 23.41 19.75 2.26
+ 77.07 23.41 19.08 2.19
+ 77.07 23.41 18.41 2.11
+ 77.07 23.41 17.75 2.02
+ 77.07 23.41 17.08 1.94
+ 77.07 23.41 16.41 1.85
+ 77.07 23.41 15.75 1.77
+ 77.07 23.41 15.08 1.71
+ 77.07 23.41 14.41 1.70
+ 77.07 23.98 20.98 2.36
+ 77.07 23.98 20.31 2.28
+ 77.07 23.98 19.65 2.20
+ 77.07 23.98 18.98 2.12
+ 77.07 23.98 18.31 2.04
+ 77.07 23.98 17.65 1.96
+ 77.07 23.98 16.98 1.88
+ 77.07 23.98 16.31 1.80
+ 77.07 23.98 15.65 1.72
+ 77.07 23.98 14.98 1.70
+ 77.07 24.54 21.54 2.38
+ 77.07 24.54 20.88 2.29
+ 77.07 24.54 20.21 2.22
+ 77.07 24.54 19.54 2.14
+ 77.07 24.54 18.88 2.06
+ 77.07 24.54 18.21 1.98
+ 77.07 24.54 17.54 1.90
+ 77.07 24.54 16.88 1.82
+ 77.07 24.54 16.21 1.75
+ 77.07 24.54 15.54 1.73
+ 77.07 25.11 22.11 2.39
+ 77.07 25.11 21.44 2.30
+ 77.07 25.11 20.77 2.23
+ 77.07 25.11 20.11 2.16
+ 77.07 25.11 19.44 2.08
+ 77.07 25.11 18.77 2.00
+ 77.07 25.11 18.11 1.92
+ 77.07 25.11 17.44 1.85
+ 77.07 25.11 16.77 1.78
+ 77.07 25.11 16.11 1.74
+ 77.66 20.03 17.03 2.13
+ 77.66 20.03 16.36 2.05
+ 77.66 20.03 15.70 1.97
+ 77.66 20.03 15.03 1.88
+ 77.66 20.03 14.36 1.79
+ 77.66 20.03 13.70 1.70
+ 77.66 20.03 13.03 1.61
+ 77.66 20.03 12.36 1.55
+ 77.66 20.03 11.70 1.61
+ 77.66 20.03 11.03 1.82
+ 77.66 20.59 17.59 2.14
+ 77.66 20.59 16.93 2.06
+ 77.66 20.59 16.26 1.98
+ 77.66 20.59 15.59 1.89
+ 77.66 20.59 14.93 1.81
+ 77.66 20.59 14.26 1.72
+ 77.66 20.59 13.59 1.63
+ 77.66 20.59 12.93 1.57
+ 77.66 20.59 12.26 1.59
+ 77.66 20.59 11.59 1.78
+ 77.66 21.16 18.16 2.15
+ 77.66 21.16 17.49 2.07
+ 77.66 21.16 16.83 1.99
+ 77.66 21.16 16.16 1.91
+ 77.66 21.16 15.49 1.82
+ 77.66 21.16 14.83 1.74
+ 77.66 21.16 14.16 1.65
+ 77.66 21.16 13.49 1.58
+ 77.66 21.16 12.83 1.59
+ 77.66 21.16 12.16 1.75
+ 77.66 21.72 18.72 2.16
+ 77.66 21.72 18.06 2.08
+ 77.66 21.72 17.39 2.00
+ 77.66 21.72 16.72 1.92
+ 77.66 21.72 16.06 1.84
+ 77.66 21.72 15.39 1.75
+ 77.66 21.72 14.72 1.67
+ 77.66 21.72 14.06 1.60
+ 77.66 21.72 13.39 1.58
+ 77.66 21.72 12.72 1.73
+ 77.66 22.29 19.29 2.17
+ 77.66 22.29 18.62 2.09
+ 77.66 22.29 17.95 2.02
+ 77.66 22.29 17.29 1.94
+ 77.66 22.29 16.62 1.86
+ 77.66 22.29 15.95 1.77
+ 77.66 22.29 15.29 1.69
+ 77.66 22.29 14.62 1.61
+ 77.66 22.29 13.95 1.58
+ 77.66 22.29 13.29 1.72
+ 77.66 22.85 19.85 2.19
+ 77.66 22.85 19.18 2.10
+ 77.66 22.85 18.52 2.03
+ 77.66 22.85 17.85 1.95
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+ 78.734 78.068 6.026 6.171 10.243 10.401
+ 79.400 78.734 5.907 6.026 10.085 10.243
+ 79.864 79.400 5.838 5.907 9.975 10.085
+ 80.328 79.864 5.781 5.838 9.865 9.975
+ 80.991 80.328 5.720 5.781 9.708 9.865
+ 81.653 80.991 5.682 5.720 9.550 9.708
+ 82.316 81.653 5.667 5.682 9.393 9.550
+ 82.424 82.316 5.667 5.667 9.368 9.393
+ 83.027 82.424 5.677 5.667 9.225 9.368
+ 83.630 83.027 5.707 5.677 9.082 9.225
+ 84.232 83.630 5.756 5.707 8.939 9.082
+ 84.835 84.232 5.824 5.756 8.796 8.939
+ 85.438 84.835 5.912 5.824 8.653 8.796
+ 85.936 85.438 6.000 5.912 8.535 8.653
+ 86.433 85.936 6.102 6.000 8.417 8.535
+ 87.115 86.433 6.264 6.102 8.255 8.417
+ 87.797 87.115 6.454 6.264 8.093 8.255
+ 88.073 87.797 6.539 6.454 8.028 8.093
+ 88.427 88.073 6.654 6.539 7.944 8.028
+ 88.659 88.427 6.734 6.654 7.889 7.944
+ 89.257 88.659 6.955 6.734 7.747 7.889
+ 89.295 89.257 6.970 6.955 7.746 7.747
+ 89.489 89.295 7.048 6.970 7.741 7.746
+ 89.504 89.489 7.054 7.048 7.741 7.741
+ 90.221 89.504 7.362 7.054 7.724 7.741
+ 90.938 90.221 7.707 7.362 7.707 7.724
+[End of Data]
+[End of SliceGeometry]
+[strength and Loads]
+[Column Indication]
+CohBottom
+PhiBottom
+Cu
+K0
+PoreOnSurface
+YFrea
+HPoreOnSurface
+VPoreOnSurface
+Weight
+ExternalLoad
+PseudoFactor
+[End of Column Indication]
+[Data]
+ 1.280 24.080 0.000 0.000 0.000 11.097 0.000 -0.000 4.277 7.511 0.000
+ 1.280 24.080 0.000 0.000 0.000 11.097 0.000 -0.000 2.781 1.829 0.000
+ 1.280 24.080 0.000 0.000 0.000 11.096 -0.000 -0.000 13.876 5.457 0.000
+ 1.280 24.080 0.000 0.000 0.000 11.095 -0.000 -0.000 20.300 4.677 0.000
+ 1.280 24.080 0.000 0.000 0.000 11.094 -0.000 -0.000 26.163 4.135 0.000
+ 1.280 24.080 0.000 0.000 0.000 11.093 -0.000 -0.000 31.521 3.739 0.000
+ 1.280 24.080 0.000 0.000 0.000 11.092 -0.000 -0.000 36.418 3.436 0.000
+ 1.280 24.080 0.000 0.000 0.000 11.091 -0.000 -0.000 47.982 3.781 0.000
+ 1.280 24.080 0.000 0.000 0.000 11.003 -0.000 -0.000 47.919 0.000 0.000
+ 1.280 24.080 0.000 0.000 0.000 10.830 -0.000 -0.000 50.371 0.000 0.000
+ 1.280 24.080 0.000 0.000 0.000 10.657 -0.000 -0.000 52.354 0.000 0.000
+ 1.280 24.080 0.000 0.000 0.000 10.484 -0.000 -0.000 53.894 0.000 0.000
+ 1.280 24.080 0.000 0.000 0.000 10.311 -0.000 -0.000 55.012 0.000 0.000
+ 1.280 24.080 0.000 0.000 0.000 10.138 -0.000 -0.000 55.724 0.000 0.000
+ 1.280 24.080 0.000 0.000 0.000 9.969 -0.000 -0.000 53.539 0.000 0.000
+ 1.280 24.080 0.000 0.000 0.000 9.803 -0.000 -0.000 53.393 0.000 0.000
+ 1.280 24.080 0.000 0.000 0.000 9.638 -0.000 -0.000 52.925 0.000 0.000
+ 1.280 24.080 0.000 0.000 0.000 9.497 -0.000 -0.000 36.438 0.000 0.000
+ 1.280 24.080 0.000 0.000 0.000 9.382 -0.000 -0.000 35.952 0.000 0.000
+ 1.280 24.080 0.000 0.000 0.000 9.242 -0.000 -0.000 50.285 0.000 0.000
+ 1.280 24.080 0.000 0.000 0.000 9.077 -0.000 -0.000 48.783 0.000 0.000
+ 1.280 24.080 0.000 0.000 0.000 8.913 -0.000 -0.000 46.984 0.000 0.000
+ 1.280 24.080 0.000 0.000 0.000 8.817 -0.000 -0.000 7.475 0.000 0.000
+ 1.280 24.080 0.000 0.000 0.000 8.728 -0.000 -0.000 40.785 0.000 0.000
+ 1.280 24.080 0.000 0.000 0.000 8.579 -0.000 -0.000 39.061 0.000 0.000
+ 1.280 24.080 0.000 0.000 0.000 8.429 -0.000 -0.000 37.113 0.000 0.000
+ 1.280 24.080 0.000 0.000 0.000 8.279 -0.000 -0.000 34.941 0.000 0.000
+ 1.280 24.080 0.000 0.000 0.000 8.129 -0.000 -0.000 32.541 0.000 0.000
+ 1.280 24.080 0.000 0.000 0.000 7.992 -0.000 -0.000 24.843 0.000 0.000
+ 1.280 24.080 0.000 0.000 0.000 7.869 -0.000 -0.000 22.824 0.000 0.000
+ 1.280 24.080 0.000 0.000 0.000 7.722 -0.000 -0.000 27.729 0.000 0.000
+ 1.280 24.080 0.000 0.000 0.000 7.553 -0.000 -0.000 23.290 0.000 0.000
+ 1.280 24.080 0.000 0.000 0.000 7.434 -0.000 -0.000 8.092 0.000 0.000
+ 1.280 24.080 0.000 0.000 0.000 7.355 -0.000 -0.000 9.188 0.000 0.000
+ 1.280 24.080 0.000 0.000 0.000 7.283 -0.000 -0.000 5.275 0.000 0.000
+ 1.280 24.080 0.000 0.000 0.000 7.179 -0.000 -0.000 10.727 0.000 0.000
+ 1.280 24.080 0.000 0.000 0.000 7.100 -0.000 -0.000 0.543 0.000 0.000
+ 1.280 24.080 0.000 0.000 0.000 7.072 -0.000 -0.000 2.582 0.000 0.000
+ 1.280 24.080 0.000 0.000 0.000 7.046 -0.000 -0.000 0.193 0.000 0.000
+ 1.210 26.690 0.000 0.000 0.000 7.009 -0.000 -0.000 6.765 0.000 0.000
+ 1.210 26.690 0.000 0.000 0.000 7.009 -0.000 -0.000 2.333 0.000 0.000
+[End of Data]
+[End of Strength and Loads]
+[Stresses]
+[Column Indication]
+TotalStress
+EffectiveStress
+HydrostaticPore
+AanpasPore
+PnLinePore
+ShearStress
+NormalStress
+PreLoadStress
+POP
+LoadStress
+SigmaAlfa
+WaterLoadStress
+TotalPore
+[End of Column Indication]
+[Data]
+ 18.069 18.069 0.000 0.000 0.000 5.172 12.714 0.000 10.000 0.000 0.000 0.000 0.000
+ 24.761 14.090 0.886 0.000 0.846 4.256 9.955 0.000 10.000 0.000 0.000 9.824 10.671
+ 30.815 17.741 4.586 0.000 4.376 5.245 12.935 0.000 10.000 0.000 0.000 8.698 13.074
+ 39.810 22.860 9.974 0.000 9.496 6.681 17.261 0.000 10.000 0.000 0.000 7.454 16.950
+ 48.292 27.541 14.906 0.000 14.160 8.043 21.365 0.000 10.000 0.000 0.000 6.591 20.752
+ 56.199 31.826 19.426 0.000 18.414 9.334 25.253 0.000 10.000 0.000 0.000 5.959 24.373
+ 63.522 35.750 23.570 0.000 22.295 10.556 28.933 0.000 10.000 0.000 0.000 5.477 27.772
+ 69.388 38.185 27.694 0.000 26.134 11.405 31.491 0.000 10.000 0.000 0.000 5.069 31.203
+ 68.799 39.584 30.795 0.000 29.215 11.985 33.238 0.000 10.000 0.000 0.000 0.000 29.215
+ 72.320 41.037 32.538 0.000 31.283 12.579 35.028 0.000 10.000 0.000 0.000 0.000 31.283
+ 75.168 42.093 33.936 0.000 33.074 13.065 36.491 0.000 10.000 0.000 0.000 0.000 33.074
+ 77.379 42.782 35.010 0.000 34.597 13.446 37.640 0.000 10.000 0.000 0.000 0.000 34.597
+ 78.983 43.129 35.773 0.000 35.854 13.728 38.487 0.000 10.000 0.000 0.000 0.000 35.854
+ 80.006 43.146 36.240 0.000 36.860 13.910 39.036 0.000 10.000 0.000 0.000 0.000 36.860
+ 80.389 42.789 36.422 0.000 37.600 13.972 39.223 0.000 10.000 0.000 0.000 0.000 37.600
+ 80.170 42.097 36.341 0.000 38.073 13.923 39.076 0.000 10.000 0.000 0.000 0.000 38.073
+ 79.467 41.164 36.012 0.000 38.303 13.794 38.687 0.000 10.000 0.000 0.000 0.000 38.303
+ 78.529 40.202 35.559 0.000 38.327 13.626 38.181 0.000 10.000 0.000 0.000 0.000 38.327
+ 77.483 39.279 35.045 0.000 38.204 13.441 37.624 0.000 10.000 0.000 0.000 0.000 38.204
+ 75.883 38.018 34.253 0.000 37.866 13.166 36.797 0.000 10.000 0.000 0.000 0.000 37.866
+ 73.617 36.384 33.125 0.000 37.233 12.786 35.651 0.000 10.000 0.000 0.000 0.000 37.233
+ 70.901 34.591 31.768 0.000 36.310 12.344 34.318 0.000 10.000 0.000 0.000 0.000 36.310
+ 69.214 33.534 30.901 0.000 35.680 12.076 33.513 0.000 10.000 0.000 0.000 0.000 35.680
+ 67.658 32.625 29.985 0.000 35.034 11.849 32.828 0.000 10.000 0.000 0.000 0.000 35.034
+ 64.799 31.003 28.320 0.000 33.796 11.430 31.565 0.000 10.000 0.000 0.000 0.000 33.796
+ 61.568 29.257 26.464 0.000 32.311 10.959 30.148 0.000 10.000 0.000 0.000 0.000 32.311
+ 57.964 27.400 24.418 0.000 30.564 10.441 28.587 0.000 10.000 0.000 0.000 0.000 30.564
+ 53.983 25.449 22.180 0.000 28.534 9.880 26.896 0.000 10.000 0.000 0.000 0.000 28.534
+ 49.935 23.584 19.974 0.000 26.351 9.328 25.233 0.000 10.000 0.000 0.000 0.000 26.351
+ 45.878 21.853 17.831 0.000 24.024 8.803 23.654 0.000 10.000 0.000 0.000 0.000 24.024
+ 40.658 19.777 15.097 0.000 20.882 8.161 21.720 0.000 10.000 0.000 0.000 0.000 20.882
+ 34.150 17.426 11.708 0.000 16.723 7.421 19.489 0.000 10.000 0.000 0.000 0.000 16.723
+ 29.319 15.868 9.196 0.000 13.452 6.923 17.990 0.000 10.000 0.000 0.000 0.000 13.452
+ 25.954 14.880 7.447 0.000 11.074 6.605 17.032 0.000 10.000 0.000 0.000 0.000 11.074
+ 22.736 14.003 5.775 0.000 8.733 6.321 16.177 0.000 10.000 0.000 0.000 0.000 8.733
+ 17.938 12.846 3.285 0.000 5.093 5.947 15.049 0.000 10.000 0.000 0.000 0.000 5.093
+ 14.283 12.147 1.350 0.000 2.136 5.727 14.386 0.000 10.000 0.000 0.000 0.000 2.136
+ 13.311 12.330 0.616 0.000 0.981 5.813 14.647 0.000 10.000 0.000 0.000 0.000 0.981
+ 12.433 12.433 0.000 0.000 0.000 5.869 14.813 0.000 10.000 0.000 0.000 0.000 0.000
+ 9.440 9.440 0.000 0.000 0.000 5.272 11.709 0.000 10.000 0.000 0.000 0.000 0.000
+ 3.255 3.255 0.000 0.000 0.000 2.577 4.494 0.000 10.000 0.000 0.000 0.000 0.000
+[End of Data]
+[End of Stresses]
+[End of Dump]
+
+[CALCULATION TIME]
+00:00:23
+[END OF CALCULATION TIME]
+
+[End of Dump File]
Index: IssueRelatedData/MWDAM-1433/Stabiliteit/Geometries/333.sti
===================================================================
diff -u
--- IssueRelatedData/MWDAM-1433/Stabiliteit/Geometries/333.sti (revision 0)
+++ IssueRelatedData/MWDAM-1433/Stabiliteit/Geometries/333.sti (revision 2219)
@@ -0,0 +1,1632 @@
+Input file for D-Geo Stability : Stability of earth slopes.
+==============================================================================
+COMPANY : Waterschap Aa en Maas
+LICENSE : Unknown
+DATE : 26-01-2015
+TIME : 10:16:02
+FILENAME : C:\Lokaal\DAM DATA\2015\DAM Wing Hong 150119\Stabiliteit\Geometries\333.sti
+CREATED BY : D-Geo Stability version 10.1.4.3
+========================== BEGINNING OF DATA ==========================
+[VERSION]
+Soil=1001
+Geometry=1000
+StressCurve=1000
+BondStressDiagram=1000
+D-Geo Stability=1003
+[END OF VERSION]
+
+[SOIL COLLECTION]
+ 9 = number of items
+[SOIL]
+zandondergrond
+SoilColor=65535
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=19.00
+SoilGamWet=21.00
+SoilRestSlope=1
+SoilCohesion=0.00
+SoilPhi=30.26
+SoilDilatancy=0.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=0
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilPc=0.00E+00
+StrengthIncreaseExponent=0.70
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+xCoorSoilPc=-100.000
+yCoorSoilPc=-100.000
+IsPopCalculated=0
+IsOCRCalculated=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]
+zandtussenlaag
+SoilColor=8454143
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=18.00
+SoilGamWet=20.00
+SoilRestSlope=1
+SoilCohesion=0.00
+SoilPhi=25.69
+SoilDilatancy=0.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=0
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilPc=0.00E+00
+StrengthIncreaseExponent=0.70
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+xCoorSoilPc=-100.000
+yCoorSoilPc=-100.000
+IsPopCalculated=0
+IsOCRCalculated=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]
+klei, huidig
+SoilColor=32768
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=18.50
+SoilGamWet=19.20
+SoilRestSlope=0
+SoilCohesion=1.28
+SoilPhi=24.08
+SoilDilatancy=0.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=0
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilPc=0.00E+00
+StrengthIncreaseExponent=0.70
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+xCoorSoilPc=-100.000
+yCoorSoilPc=-100.000
+IsPopCalculated=0
+IsOCRCalculated=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]
+klei, nieuw
+SoilColor=8421631
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=16.00
+SoilGamWet=18.00
+SoilRestSlope=0
+SoilCohesion=2.00
+SoilPhi=19.04
+SoilDilatancy=0.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=0
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilPc=0.00E+00
+StrengthIncreaseExponent=0.70
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+xCoorSoilPc=-100.000
+yCoorSoilPc=-100.000
+IsPopCalculated=0
+IsOCRCalculated=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]
+weg
+SoilColor=9211020
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=20.00
+SoilGamWet=22.00
+SoilRestSlope=1
+SoilCohesion=0.00
+SoilPhi=34.96
+SoilDilatancy=0.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=0
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilPc=0.00E+00
+StrengthIncreaseExponent=0.70
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+xCoorSoilPc=-100.000
+yCoorSoilPc=-100.000
+IsPopCalculated=0
+IsOCRCalculated=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]
+klei, nieuw (c=phi=0)
+SoilColor=12244224
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=16.00
+SoilGamWet=18.00
+SoilRestSlope=0
+SoilCohesion=0.00
+SoilPhi=0.00
+SoilDilatancy=0.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=0
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilPc=0.00E+00
+StrengthIncreaseExponent=0.70
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+xCoorSoilPc=-100.000
+yCoorSoilPc=-100.000
+IsPopCalculated=0
+IsOCRCalculated=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]
+klei, huidig (c=phi=0)
+SoilColor=10078879
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=18.50
+SoilGamWet=19.20
+SoilRestSlope=0
+SoilCohesion=0.00
+SoilPhi=0.00
+SoilDilatancy=0.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=0
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilPc=0.00E+00
+StrengthIncreaseExponent=0.70
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+xCoorSoilPc=-100.000
+yCoorSoilPc=-100.000
+IsPopCalculated=0
+IsOCRCalculated=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]
+zandtussenlaag (c=phi=0)
+SoilColor=11316396
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=18.00
+SoilGamWet=20.00
+SoilRestSlope=1
+SoilCohesion=0.00
+SoilPhi=0.00
+SoilDilatancy=0.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=0
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilPc=0.00E+00
+StrengthIncreaseExponent=0.70
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+xCoorSoilPc=-100.000
+yCoorSoilPc=-100.000
+IsPopCalculated=0
+IsOCRCalculated=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]
+wl_zandondergrond
+SoilColor=9946300
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=19.00
+SoilGamWet=21.00
+SoilRestSlope=1
+SoilCohesion=0.00
+SoilPhi=30.26
+SoilDilatancy=0.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=0
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilPc=0.00E+00
+StrengthIncreaseExponent=0.70
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+xCoorSoilPc=-100.000
+yCoorSoilPc=-100.000
+IsPopCalculated=0
+IsOCRCalculated=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]
+ 80 - Number of geometry points -
+ 1 85.000 7.800 0.000
+ 2 76.499 7.800 0.000
+ 3 75.720 7.800 0.000
+ 4 70.460 7.960 0.000
+ 5 68.500 8.055 0.000
+ 6 68.010 8.079 0.000
+ 7 66.888 8.133 0.000
+ 8 65.100 8.220 0.000
+ 9 56.770 11.550 0.000
+ 10 55.300 11.770 0.000
+ 11 52.210 11.830 0.000
+ 12 49.610 11.740 0.000
+ 13 48.090 11.600 0.000
+ 14 43.620 9.630 0.000
+ 15 39.840 9.476 0.000
+ 16 31.350 9.130 0.000
+ 17 22.140 8.150 0.000
+ 18 19.810 7.600 0.000
+ 19 19.429 7.511 0.000
+ 20 12.942 5.981 0.000
+ 21 12.810 5.950 0.000
+ 22 0.000 5.950 0.000
+ 23 85.000 6.204 0.000
+ 24 75.599 6.257 0.000
+ 25 73.483 6.350 0.000
+ 26 68.500 6.570 0.000
+ 27 67.934 7.767 0.000
+ 28 65.100 7.921 0.000
+ 29 65.100 6.720 0.000
+ 30 64.810 7.937 0.000
+ 31 63.191 8.585 0.000
+ 32 56.798 11.238 0.000
+ 33 63.277 8.051 0.000
+ 34 61.593 8.410 0.000
+ 35 60.020 9.338 0.000
+ 36 58.976 9.954 0.000
+ 37 55.208 11.428 0.000
+ 38 52.205 11.489 0.000
+ 39 49.684 11.392 0.000
+ 40 12.804 5.450 0.000
+ 41 0.000 5.450 0.000
+ 42 12.791 4.450 0.000
+ 43 0.000 4.450 0.000
+ 44 62.087 7.036 0.000
+ 45 57.780 7.399 0.000
+ 46 52.511 7.500 0.000
+ 47 46.483 7.399 0.000
+ 48 41.670 7.239 0.000
+ 49 33.593 6.154 0.000
+ 50 31.268 6.141 0.000
+ 51 26.663 5.922 0.000
+ 52 24.198 5.805 0.000
+ 53 18.241 5.269 0.000
+ 54 14.031 4.686 0.000
+ 55 13.030 4.496 0.000
+ 56 85.000 4.385 0.000
+ 57 57.757 5.733 0.000
+ 58 52.500 5.800 0.000
+ 59 46.729 5.638 0.000
+ 60 41.990 5.510 0.000
+ 61 29.044 5.318 0.000
+ 62 25.158 5.081 0.000
+ 63 17.906 3.965 0.000
+ 64 13.045 3.248 0.000
+ 65 0.000 3.169 0.000
+ 66 85.000 -6.700 0.000
+ 67 0.000 -6.700 0.000
+ 68 85.000 7.800 0.000
+ 69 75.720 7.800 0.000
+ 70 70.457 7.961 0.000
+ 71 65.100 8.220 0.000
+ 72 56.770 9.750 0.000
+ 73 47.520 11.350 0.000
+ 74 0.000 11.350 0.000
+ 75 85.000 8.630 0.000
+ 76 75.720 8.930 0.000
+ 77 65.100 9.190 0.000
+ 78 43.620 9.920 0.000
+ 79 1.000 11.350 0.000
+ 80 48.729 11.141 0.000
+[END OF POINTS]
+
+[CURVES]
+ 82 - 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
+ 8 7
+ 8 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 9 8
+ 9 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 10 9
+ 10 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 11 10
+ 11 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 12 11
+ 12 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 13 12
+ 13 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 14 13
+ 14 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 15 14
+ 15 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 16 15
+ 16 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 17 16
+ 17 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 18 17
+ 18 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 19 18
+ 19 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 20 19
+ 20 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 21 20
+ 21 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 22 21
+ 22 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 24 23
+ 23 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 25 24
+ 24 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 26 25
+ 25 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 5 26
+ 26 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 27 6
+ 27 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 28 27
+ 28 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 8 28
+ 29 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 29 26
+ 30 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 28 29
+ 31 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 30 28
+ 32 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 31 30
+ 33 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 32 31
+ 34 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 9 32
+ 35 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 33 30
+ 36 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 34 33
+ 37 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 35 34
+ 38 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 36 35
+ 39 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 32 36
+ 40 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 37 10
+ 41 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 38 37
+ 42 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 39 38
+ 43 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 12 39
+ 44 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 40 21
+ 45 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 41 40
+ 46 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 42 40
+ 47 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 43 42
+ 48 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 44 29
+ 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
+ 46 45
+ 51 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 47 46
+ 52 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 48 47
+ 53 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 49 48
+ 54 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 50 49
+ 55 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 51 50
+ 56 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 52 51
+ 57 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 53 52
+ 58 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 54 53
+ 59 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 55 54
+ 60 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 42 55
+ 61 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 57 56
+ 62 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 58 57
+ 63 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 59 58
+ 64 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 60 59
+ 65 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 61 60
+ 66 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 62 61
+ 67 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 63 62
+ 68 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 64 63
+ 69 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 65 64
+ 70 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 67 66
+ 71 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 69 68
+ 72 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 70 69
+ 73 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 71 70
+ 74 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 72 71
+ 75 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 74 73
+ 76 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 76 75
+ 77 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 77 76
+ 78 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 78 77
+ 79 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 79 78
+ 80 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 74 79
+ 81 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 80 72
+ 82 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 73 80
+[END OF CURVES]
+
+[BOUNDARIES]
+ 12 - Number of boundaries -
+ 0 - Boundary number
+ 1 - number of curves on boundary, next line(s) are curvenumbers
+ 70
+ 1 - Boundary number
+ 9 - number of curves on boundary, next line(s) are curvenumbers
+ 69 68 67 66 65 64 63 62 61
+ 2 - Boundary number
+ 18 - number of curves on boundary, next line(s) are curvenumbers
+ 47 60 59 58 57 56 55 54 53 52
+ 51 50 49 48 29 24 23 22
+ 3 - Boundary number
+ 29 - number of curves on boundary, next line(s) are curvenumbers
+ 47 46 44 20 19 18 17 16 15 14
+ 13 12 43 42 41 40 9 34 39 38
+ 37 36 35 31 30 29 24 23 22
+ 4 - Boundary number
+ 28 - number of curves on boundary, next line(s) are curvenumbers
+ 45 44 20 19 18 17 16 15 14 13
+ 12 43 42 41 40 9 34 39 38 37
+ 36 35 31 30 29 24 23 22
+ 5 - Boundary number
+ 27 - number of curves on boundary, next line(s) are curvenumbers
+ 21 20 19 18 17 16 15 14 13 12
+ 43 42 41 40 9 34 39 38 37 36
+ 35 31 30 29 24 23 22
+ 6 - Boundary number
+ 25 - number of curves on boundary, next line(s) are curvenumbers
+ 21 20 19 18 17 16 15 14 13 12
+ 11 10 9 34 39 38 37 36 35 31
+ 30 29 24 23 22
+ 7 - Boundary number
+ 22 - number of curves on boundary, next line(s) are curvenumbers
+ 21 20 19 18 17 16 15 14 13 12
+ 11 10 9 34 33 32 31 30 29 24
+ 23 22
+ 8 - Boundary number
+ 20 - number of curves on boundary, next line(s) are curvenumbers
+ 21 20 19 18 17 16 15 14 13 12
+ 11 10 9 8 28 30 29 24 23 22
+ 9 - Boundary number
+ 22 - number of curves on boundary, next line(s) are curvenumbers
+ 21 20 19 18 17 16 15 14 13 12
+ 11 10 9 8 28 27 26 5 25 24
+ 23 22
+ 10 - Boundary number
+ 21 - number of curves on boundary, next line(s) are curvenumbers
+ 21 20 19 18 17 16 15 14 13 12
+ 11 10 9 8 7 6 5 25 24 23
+ 22
+ 11 - Boundary number
+ 21 - number of curves on boundary, next line(s) are curvenumbers
+ 21 20 19 18 17 16 15 14 13 12
+ 11 10 9 8 7 6 5 4 3 2
+ 1
+[END OF BOUNDARIES]
+
+[USE PROBABILISTIC DEFAULTS BOUNDARIES]
+ 12 - Number of boundaries -
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES]
+
+[STDV BOUNDARIES]
+ 12 - 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
+[END OF STDV BOUNDARIES]
+
+[DISTRIBUTION BOUNDARIES]
+ 12 - Number of boundaries -
+ 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
+ 7 - number of curves on PlLine, next line(s) are curvenumbers
+ 75 82 81 74 73 72 71
+ 2 - PlLine number
+ 5 - number of curves on PlLine, next line(s) are curvenumbers
+ 80 79 78 77 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]
+ 11 - Number of layers -
+ 1 - Layer number, next line is material of layer
+ wl_zandondergrond
+ 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
+ zandtussenlaag
+ 1 - Piezometric level line at top of layer
+ 2 - 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
+ klei, huidig
+ 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
+ klei, nieuw
+ 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
+ klei, nieuw
+ 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
+ weg
+ 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
+ klei, nieuw
+ 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
+ klei, nieuw
+ 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
+ klei, huidig
+ 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
+ klei, nieuw
+ 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
+ klei, huidig
+ 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
+[END OF LAYERS]
+
+[LAYERLOADS]
+ - Layers which are loads -
+
+[END OF LAYERLOADS]
+
+[END OF GEOMETRY DATA]
+[RUN IDENTIFICATION TITLES]
+Dijkverbetering Keent/Grave
+Profiel 333
+Huidige situatie
+[MODEL]
+ 1 : Bishop
+ 1 : C phi
+ 0 : Probabilistic off
+ 1 : Mean
+ 1 : Geotextiles on
+ 0 : Nails off
+ 1 : Zone plot on
+ 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
+[FORBIDDEN LINES]
+ 1 - Forbidden lines
+ 1
+ 55.00 11.80 - X1 Y1
+ 60.00 10.00 - X2 Y2
+[UNIT WEIGHT WATER]
+ 9.81 : Unit weight water
+[DEGREE OF CONSOLIDATION]
+ 11 Number of layers
+ 11 100
+ 10 100 100
+ 9 100 100 100
+ 8 100 100 100 100
+ 7 100 100 100 100 100
+ 6 100 100 100 100 100 100
+ 5 100 100 100 100 100 100 100
+ 4 100 100 100 100 100 100 100 100
+ 3 100 100 100 100 100 100 100 100 100
+ 2 100 100 100 100 100 100 100 100 100 100
+ 1 100 100 100 100 100 100 100 100 100 100
+ 100
+ 0 capillary water not included
+[degree Temporary loads]
+ 100 100 0 0 0 100 0 0 0 0
+ 0
+ 0 capillary water not included
+[degree Free water(Cu)]
+ 100 100 100 100 100 100 100 100 100 100
+ 100
+[degree earth quake]
+ 100 100 100 100 100 100 100 100 100 100
+ 100
+[CIRCLES]
+ 60.548 65.548 11 X-direction
+ 26.285 31.285 11 Y-direction
+ 8.200 3.200 21 Tangent lines
+ 50.000 0.000 0 no fixed point used
+[SPENCER SLIP DATA]
+ 0 Number of points
+[SPENCER SLIP DATA 2]
+ 0 Number of points
+[SPENCER SLIP INTERVAL]
+ 2 : Slip spencer interval
+[LINE LOADS]
+ 0 = number of items
+[UNIFORM LOADS ]
+ 1 = number of items
+verkeer
+ 13.30 = magnitude
+ 52.72 55.22 = xstart and xend
+ 30.00 = distribution angle
+ 2 = temporary load
+[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
+[SIGMA-TAU CURVES]
+ 0 = number of items
+[END OF SIGMA-TAU CURVES]
+[BOND STRESS DIAGRAMS]
+ 0 = number of items
+[END OF BOND STRESS DIAGRAMS]
+[MINIMAL REQUIRED CIRCLE DEPTH]
+ 0.00 [m]
+[Slip Circle Selection]
+IsMinXEntryUsed=0
+IsMaxXEntryUsed=0
+XEntryMin=0.00
+XEntryMax=0.00
+[End of Slip Circle Selection]
+[START VALUE SAFETY FACTOR]
+ 1.000 [-]
+[REFERENCE LEVEL CU]
+ 8
+[LIFT SLIP DATA]
+ 50.000 50.000 1 X-direction Left
+ 0.000 0.000 1 Y-direction Left
+ 50.000 50.000 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)
+[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
+ 11 - 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
+ 1 1 = Pl-top and pl-bottom
+ 1 99 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 99 = Pl-top and pl-bottom
+[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
+[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]
+ 11.60 = Diketable Height [m]
+ 48.09 = X co-ordinate indicating start of zone [m]
+ 55.30 = Boundary of M.H.W influence at X [m]
+ 8.22 = Boundary of M.H.W influence at Y [m]
+ 1.08 = Required safety in zone 1a
+ 1.08 = Required safety in zone 1b
+ 1.00 = Required safety in zone 2a
+ 1.00 = Required safety in zone 2b
+ 50.00 = Left side minimum road [m]
+ 50.00 = 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
+[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
+[REQUESTED LIFT SLICES]
+ 50 = number of slices
+[REQUESTED SPENCER SLICES]
+ 50 = number of 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]
+[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-1433/Stabiliteit/locations.csv
===================================================================
diff -u
--- IssueRelatedData/MWDAM-1433/Stabiliteit/locations.csv (revision 0)
+++ IssueRelatedData/MWDAM-1433/Stabiliteit/locations.csv (revision 2219)
@@ -0,0 +1,8 @@
+location_id;surfaceline_id;segment_id;geo_x;geo_y;x_soilgeometry2D_origin;PenetrationLength;TrafficLoad;polderlevel;head_pl2;ophoogmateriaaldijk;ophoogmateriaalberm;dempingsfactor_pl3;dempingsfactor_pl4;PLLineCreationMethod;PLLineOffsetBelowDikeTopAtRiver;PLLineOffsetBelowDikeTopAtPolder;PLLineOffsetBelowShoulderBaseInside;PLLIneOffsetBelowDikeToeAtPolder;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;minimal_circle_depth;SlopeDampingPiezometricHeightPolderside;head_pl3
+324+31;324+31;324+31;175315;419121;0;0;13.3;7.17;7.17;dijksmateriaal_klei;bermmateriaal_klei;0;0;ExpertKnowledgeRRD;0.75;1.43;0;0;0.333;1;1;1.5;0;7.17
+333;333;333;175405;419070;0;0;13.3;7.8;7.8;dijksmateriaal_klei;bermmateriaal_klei;0;0;ExpertKnowledgeRRD;0.354;1.775;0;0;0.333;1;1;1.5;0;7.8
+337;337;337;174742;420241;0;0;13.3;8.88;8.88;dijksmateriaal_klei;bermmateriaal_klei;0;0;ExpertKnowledgeRRD;-0.27;1.07;0;0;0.333;1;1;1.5;0;8.88
+DEM340V;DEM340V;DEM340V;174843;420478;0;0;13.3;5;5;dijksmateriaal_klei;bermmateriaal_klei;0;0;ExpertKnowledgeRRD;0.81;2.6;0;0;0.333;1;1;1.5;0;5
+Grave_323;Grave 323;Grave 323;175406;419071;0;0;13.3;6.86;6.86;dijksmateriaal_klei;bermmateriaal_klei;0;0;ExpertKnowledgeRRD;0.361;0.69;0;0;0.333;1;1;1.5;0;6.86
+Grave_342_verbetering_met_taludverflauwing;Grave 342 verbetering met taludverflauwing;Grave 342 verbetering met taludverflauwing;174892;420668;0;0;13.3;7.75;7.75;dijksmateriaal_klei;bermmateriaal_klei;0;0;ExpertKnowledgeRRD;0.488;0.637;0;0;0.333;1;1;1.5;0;7.75
+Grave_348_STBU_bodemopbouw;Grave 348 STBU bodemopbouw;Grave 348 STBU bodemopbouw;175190;421181;0;0;13.3;8.8;8.8;dijksmateriaal_klei;bermmateriaal_klei;0;0;ExpertKnowledgeRRD;1.848;2.949;0;0;0.333;1;1;1.5;0;8.8
Index: IssueRelatedData/MWDAM-1433/Stabiliteit/Geometries/DEM340V.sti
===================================================================
diff -u
--- IssueRelatedData/MWDAM-1433/Stabiliteit/Geometries/DEM340V.sti (revision 0)
+++ IssueRelatedData/MWDAM-1433/Stabiliteit/Geometries/DEM340V.sti (revision 2219)
@@ -0,0 +1,1253 @@
+Input file for MStabDamUtil : Stability of earth slopes.
+==============================================================================
+COMPANY :
+LICENSE : Unknown
+DATE : 3-3-2015
+TIME : 14:35:55
+FILENAME : C:\Lokaal\DAM DATA\2015\DAM samenvoeging primaire kering 150303\Stabiliteit\Geometries\DEM340V.sti
+CREATED BY : D-Geo Stability version 10.1.1.1
+========================== BEGINNING OF DATA ==========================
+[VERSION]
+Soil=1001
+Geometry=1000
+StressCurve=1000
+BondStressDiagram=1000
+D-Geo Stability=1003
+[END OF VERSION]
+
+[SOIL COLLECTION]
+ 7 = number of items
+[SOIL]
+zanddiep
+SoilColor=9276906
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=20.00
+SoilGamOvenDry=0.01
+SoilGamWet=20.00
+SoilRestSlope=0
+SoilDiameterD70=200.00
+SoilCohesion=0.00
+SoilPhi=30.00
+SoilDilatancy=30.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=0
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilTrafficLoadDegreeOfConsolidation=100.00
+SoilPc=0.00E+00
+StrengthIncreaseExponent=0.70
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+xCoorSoilPc=-100.000
+yCoorSoilPc=-100.000
+IsPopCalculated=0
+IsOCRCalculated=0
+SoilPermeabKx=1.00000E-03
+SoilIsAquifer=0
+SoilBeddingAngle=37.0
+SoilWhitesConstant=0.250
+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
+SoilDistDiameterD70=3
+SoilStdDiameterD70=0.0000
+SoilDistPermeabKx=3
+SoilStdPermeabKx=0.00000E+00
+SoilDistWhitesConstant=3
+SoilStdWhitesConstant=0.0000
+SoilDistBeddingAngle=3
+SoilStdBeddingAngle=0.0000
+[END OF SOIL]
+[SOIL]
+l.kleigr
+SoilColor=10944420
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=18.00
+SoilGamOvenDry=0.01
+SoilGamWet=18.00
+SoilRestSlope=0
+SoilDiameterD70=200.00
+SoilCohesion=6.60
+SoilPhi=24.00
+SoilDilatancy=24.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=0
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilTrafficLoadDegreeOfConsolidation=100.00
+SoilPc=0.00E+00
+StrengthIncreaseExponent=0.70
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+xCoorSoilPc=-100.000
+yCoorSoilPc=-100.000
+IsPopCalculated=0
+IsOCRCalculated=0
+SoilPermeabKx=1.00000E-03
+SoilIsAquifer=0
+SoilBeddingAngle=37.0
+SoilWhitesConstant=0.250
+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
+SoilDistDiameterD70=3
+SoilStdDiameterD70=0.0000
+SoilDistPermeabKx=3
+SoilStdPermeabKx=0.00000E+00
+SoilDistWhitesConstant=3
+SoilStdWhitesConstant=0.0000
+SoilDistBeddingAngle=3
+SoilStdBeddingAngle=0.0000
+[END OF SOIL]
+[SOIL]
+l.klgra
+SoilColor=5953498
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=18.00
+SoilGamOvenDry=0.01
+SoilGamWet=18.00
+SoilRestSlope=0
+SoilDiameterD70=200.00
+SoilCohesion=4.00
+SoilPhi=24.00
+SoilDilatancy=24.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=0
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilTrafficLoadDegreeOfConsolidation=100.00
+SoilPc=0.00E+00
+StrengthIncreaseExponent=0.70
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+xCoorSoilPc=-100.000
+yCoorSoilPc=-100.000
+IsPopCalculated=0
+IsOCRCalculated=0
+SoilPermeabKx=1.00000E-03
+SoilIsAquifer=0
+SoilBeddingAngle=37.0
+SoilWhitesConstant=0.250
+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
+SoilDistDiameterD70=3
+SoilStdDiameterD70=0.0000
+SoilDistPermeabKx=3
+SoilStdPermeabKx=0.00000E+00
+SoilDistWhitesConstant=3
+SoilStdWhitesConstant=0.0000
+SoilDistBeddingAngle=3
+SoilStdBeddingAngle=0.0000
+[END OF SOIL]
+[SOIL]
+l.kleibr
+SoilColor=9094655
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=19.00
+SoilGamOvenDry=0.01
+SoilGamWet=19.00
+SoilRestSlope=0
+SoilDiameterD70=200.00
+SoilCohesion=7.70
+SoilPhi=24.00
+SoilDilatancy=24.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=0
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilTrafficLoadDegreeOfConsolidation=100.00
+SoilPc=0.00E+00
+StrengthIncreaseExponent=0.70
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+xCoorSoilPc=-100.000
+yCoorSoilPc=-100.000
+IsPopCalculated=0
+IsOCRCalculated=0
+SoilPermeabKx=1.00000E-03
+SoilIsAquifer=0
+SoilBeddingAngle=37.0
+SoilWhitesConstant=0.250
+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
+SoilDistDiameterD70=3
+SoilStdDiameterD70=0.0000
+SoilDistPermeabKx=3
+SoilStdPermeabKx=0.00000E+00
+SoilDistWhitesConstant=3
+SoilStdWhitesConstant=0.0000
+SoilDistBeddingAngle=3
+SoilStdBeddingAngle=0.0000
+[END OF SOIL]
+[SOIL]
+kl.br.z (5)
+SoilColor=12171263
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=18.50
+SoilGamOvenDry=0.01
+SoilGamWet=20.00
+SoilRestSlope=0
+SoilDiameterD70=200.00
+SoilCohesion=2.70
+SoilPhi=28.00
+SoilDilatancy=28.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=0
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilTrafficLoadDegreeOfConsolidation=100.00
+SoilPc=0.00E+00
+StrengthIncreaseExponent=0.70
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+xCoorSoilPc=-100.000
+yCoorSoilPc=-100.000
+IsPopCalculated=0
+IsOCRCalculated=0
+SoilPermeabKx=1.00000E-03
+SoilIsAquifer=0
+SoilBeddingAngle=37.0
+SoilWhitesConstant=0.250
+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
+SoilDistDiameterD70=3
+SoilStdDiameterD70=0.0000
+SoilDistPermeabKx=3
+SoilStdPermeabKx=0.00000E+00
+SoilDistWhitesConstant=3
+SoilStdWhitesConstant=0.0000
+SoilDistBeddingAngle=3
+SoilStdBeddingAngle=0.0000
+[END OF SOIL]
+[SOIL]
+zandlos
+SoilColor=9764853
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=20.00
+SoilGamOvenDry=0.01
+SoilGamWet=20.00
+SoilRestSlope=0
+SoilDiameterD70=200.00
+SoilCohesion=0.00
+SoilPhi=29.00
+SoilDilatancy=29.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=0
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilTrafficLoadDegreeOfConsolidation=100.00
+SoilPc=0.00E+00
+StrengthIncreaseExponent=0.70
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+xCoorSoilPc=-100.000
+yCoorSoilPc=-100.000
+IsPopCalculated=0
+IsOCRCalculated=0
+SoilPermeabKx=1.00000E-03
+SoilIsAquifer=0
+SoilBeddingAngle=37.0
+SoilWhitesConstant=0.250
+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
+SoilDistDiameterD70=3
+SoilStdDiameterD70=0.0000
+SoilDistPermeabKx=3
+SoilStdPermeabKx=0.00000E+00
+SoilDistWhitesConstant=3
+SoilStdWhitesConstant=0.0000
+SoilDistBeddingAngle=3
+SoilStdBeddingAngle=0.0000
+[END OF SOIL]
+[SOIL]
+wl_zanddiep
+SoilColor=9211020
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=20.00
+SoilGamOvenDry=0.01
+SoilGamWet=20.00
+SoilRestSlope=0
+SoilDiameterD70=200.00
+SoilCohesion=0.00
+SoilPhi=30.00
+SoilDilatancy=30.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=0
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilTrafficLoadDegreeOfConsolidation=100.00
+SoilPc=0.00E+00
+StrengthIncreaseExponent=0.70
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+xCoorSoilPc=-100.000
+yCoorSoilPc=-100.000
+IsPopCalculated=0
+IsOCRCalculated=0
+SoilPermeabKx=1.00000E-03
+SoilIsAquifer=0
+SoilBeddingAngle=37.0
+SoilWhitesConstant=0.250
+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
+SoilDistDiameterD70=3
+SoilStdDiameterD70=0.0000
+SoilDistPermeabKx=3
+SoilStdPermeabKx=0.00000E+00
+SoilDistWhitesConstant=3
+SoilStdWhitesConstant=0.0000
+SoilDistBeddingAngle=3
+SoilStdBeddingAngle=0.0000
+[END OF SOIL]
+[END OF SOIL COLLECTION]
+
+[GEOMETRY DATA]
+[ACCURACY]
+ 0.0010
+[END OF ACCURACY]
+
+[POINTS]
+ 35 - Number of geometry points -
+ 1 70.000 6.800 0.000
+ 2 60.500 6.800 0.000
+ 3 58.500 5.300 0.000
+ 4 56.500 4.900 0.000
+ 5 50.700 6.000 0.000
+ 6 45.600 6.700 0.000
+ 7 39.800 9.900 0.000
+ 8 36.000 10.700 0.000
+ 9 32.000 10.700 0.000
+ 10 25.500 11.000 0.000
+ 11 18.500 7.900 0.000
+ 12 8.500 7.300 0.000
+ 13 0.000 7.300 0.000
+ 14 33.000 8.500 0.000
+ 15 33.000 7.000 0.000
+ 16 23.000 7.000 0.000
+ 17 70.000 1.500 0.000
+ 18 50.000 1.500 0.000
+ 19 37.000 2.500 0.000
+ 20 22.000 2.500 0.000
+ 21 15.000 4.000 0.000
+ 22 0.000 4.000 0.000
+ 23 45.400 6.800 0.000
+ 24 24.300 10.400 0.000
+ 25 0.000 10.400 0.000
+ 26 70.000 9.500 0.000
+ 27 46.000 9.500 0.000
+ 28 18.000 10.100 0.000
+ 29 70.000 -3.000 0.000
+ 30 0.000 -3.000 0.000
+ 31 53.000 5.000 0.000
+ 32 45.400 5.500 0.000
+ 33 70.000 6.800 0.000
+ 34 60.500 6.800 0.000
+ 35 33.000 8.500 0.000
+[END OF POINTS]
+
+[CURVES]
+ 34 - Number of curves -
+ 1 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 30 29
+ 2 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 18 17
+ 3 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 19 18
+ 4 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 20 19
+ 5 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 21 20
+ 6 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 22 21
+ 7 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 32 18
+ 8 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 15 32
+ 9 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 16 15
+ 10 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 11 16
+ 11 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 12 11
+ 12 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 13 12
+ 13 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 2 1
+ 14 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 3 2
+ 15 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 4 3
+ 16 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 31 4
+ 17 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 32 31
+ 18 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 5 31
+ 19 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 6 5
+ 20 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 14 6
+ 21 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 11 14
+ 22 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 7 6
+ 23 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 8 7
+ 24 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 9 8
+ 25 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 10 9
+ 26 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 11 10
+ 27 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 23 34
+ 28 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 35 23
+ 29 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 24 35
+ 30 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 25 24
+ 31 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 34 33
+ 32 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 27 26
+ 33 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 28 27
+ 34 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 25 28
+[END OF CURVES]
+
+[BOUNDARIES]
+ 6 - Number of boundaries -
+ 0 - Boundary number
+ 1 - number of curves on boundary, next line(s) are curvenumbers
+ 1
+ 1 - Boundary number
+ 5 - number of curves on boundary, next line(s) are curvenumbers
+ 6 5 4 3 2
+ 2 - Boundary number
+ 7 - number of curves on boundary, next line(s) are curvenumbers
+ 12 11 10 9 8 7 2
+ 3 - Boundary number
+ 10 - number of curves on boundary, next line(s) are curvenumbers
+ 12 11 10 9 8 17 16 15 14 13
+ 4 - Boundary number
+ 10 - number of curves on boundary, next line(s) are curvenumbers
+ 12 11 21 20 19 18 16 15 14 13
+ 5 - Boundary number
+ 13 - number of curves on boundary, next line(s) are curvenumbers
+ 12 11 26 25 24 23 22 19 18 16
+ 15 14 13
+[END OF BOUNDARIES]
+
+[USE PROBABILISTIC DEFAULTS BOUNDARIES]
+ 6 - Number of boundaries -
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES]
+
+[STDV BOUNDARIES]
+ 6 - Number of boundaries -
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+[END OF STDV BOUNDARIES]
+
+[DISTRIBUTION BOUNDARIES]
+ 6 - Number of boundaries -
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+[END OF DISTRIBUTION BOUNDARIES]
+
+[PIEZO LINES]
+ 2 - Number of piezometric level lines -
+ 1 - PlLine number
+ 5 - number of curves on PlLine, next line(s) are curvenumbers
+ 30 29 28 27 31
+ 2 - PlLine number
+ 3 - number of curves on PlLine, next line(s) are curvenumbers
+ 34 33 32
+[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]
+ 5 - Number of layers -
+ 1 - Layer number, next line is material of layer
+ wl_zanddiep
+ 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
+ l.kleigr
+ 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
+ l.klgra
+ 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
+ l.kleibr
+ 1 - 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
+ kl.br.z (5)
+ 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
+[END OF LAYERS]
+
+[LAYERLOADS]
+ - Layers which are loads -
+
+[END OF LAYERLOADS]
+
+[END OF GEOMETRY DATA]
+[RUN IDENTIFICATION TITLES]
+Neerloon-Demen
+Demen hm 399.7, versterkt: ven binnen
+
+[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
+[UNIT WEIGHT WATER]
+ 9.81 : Unit weight water
+[DEGREE OF CONSOLIDATION]
+ 5 Number of layers
+ 5 100
+ 4 100 100
+ 3 100 100 100
+ 2 100 100 100 100
+ 1 100 100 100 100 100
+ 0 capillary water not included
+[degree Temporary loads]
+ 100 0 0 50 100
+ 0 capillary water not included
+[degree Free water(Cu)]
+ 100 100 100 100 100
+[degree earth quake]
+ 100 100 100 100 100
+[CIRCLES]
+ 42.000 49.000 7 X-direction
+ 12.000 18.000 7 Y-direction
+ 6.500 0.000 7 Tangent lines
+ 70.000 0.000 0 no fixed point used
+[SPENCER SLIP DATA]
+ 0 Number of points
+[SPENCER SLIP DATA 2]
+ 0 Number of points
+[SPENCER SLIP INTERVAL]
+ 2 : Slip spencer interval
+[LINE LOADS]
+ 0 = number of items
+[UNIFORM LOADS ]
+ 1 = number of items
+1
+ 13.00 = magnitude
+ 33.50 36.00 = xstart and xend
+ 0.00 = distribution angle
+ 2 = temporary load
+[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
+[SIGMA-TAU CURVES]
+ 0 = number of items
+[END OF SIGMA-TAU CURVES]
+[BOND STRESS DIAGRAMS]
+ 0 = number of items
+[END OF BOND STRESS DIAGRAMS]
+[MINIMAL REQUIRED CIRCLE DEPTH]
+ 0.00 [m]
+[Slip Circle Selection]
+IsMinXEntryUsed=0
+IsMaxXEntryUsed=0
+XEntryMin=0.00
+XEntryMax=0.00
+[End of Slip Circle Selection]
+[START VALUE SAFETY FACTOR]
+ 1.000 [-]
+[REFERENCE LEVEL CU]
+ 5
+[LIFT SLIP DATA]
+ 70.000 70.000 1 X-direction Left
+ 0.000 0.000 1 Y-direction Left
+ 70.000 70.000 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)
+[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
+ 5 - Number of layers
+ 2 2 = Pl-top and pl-bottom
+ 99 99 = Pl-top and pl-bottom
+ 99 99 = Pl-top and pl-bottom
+ 1 99 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+[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
+[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]
+ 70.00 = X co-ordinate indicating start of zone [m]
+ 70.00 = 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
+ 70.00 = Left side minimum road [m]
+ 70.00 = Right side minimum road [m]
+ 0.90 = Required safety in zone 3a
+ 0.90 = Required safety in zone 3b
+ 0 Stability calculation at left side
+ 0.50 = Remolding reduction factor
+ 0.80 = Schematization reduction factor
+ 1 Overtopping condition less or equal 0.1 l/m/s
+[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
+[REQUESTED LIFT SLICES]
+ 50 = number of slices
+[REQUESTED SPENCER SLICES]
+ 50 = number of 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]
+[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-1433/Stabiliteit/segments.csv
===================================================================
diff -u
--- IssueRelatedData/MWDAM-1433/Stabiliteit/segments.csv (revision 0)
+++ IssueRelatedData/MWDAM-1433/Stabiliteit/segments.csv (revision 2219)
@@ -0,0 +1,83 @@
+segment_id;soilgeometry2D_name;probability;calculation_type
+324+31;324+31.sti;100;Stability
+333;333.sti;100;Stability
+337;337.sti;100;Stability
+DEM340V;DEM340V.sti;100;Stability
+Grave 323;Grave 323.sti;100;Stability
+Grave 342 verbetering met taludverflauwing;Grave 342 verbetering met taludverflauwing.sti;100;Stability
+Grave 348 STBU bodemopbouw;Grave 348 STBU bodemopbouw.sti;100;Stability
+Keent 301 kleine bermverbetering;Keent 301 kleine bermverbetering.sti;100;Stability
+Keent 305;Keent 305.sti;100;Stability
+RAV392.STI;RAV392.STI.sti;100;Stability
+RAV391V.STI;RAV391V.STI.sti;100;Stability
+RAV387.STI;RAV387.STI.sti;100;Stability
+RAV386.STI;RAV386.STI.sti;100;Stability
+RAV384V2.STI;RAV384V2.STI.sti;100;Stability
+NEER378.STI;NEER378.STI.sti;100;Stability
+NEER363.STI;NEER363.STI.sti;100;Stability
+NEER361.STI;NEER361.STI.sti;100;Stability
+hmp487bi;hmp487bi.sti;100;Stability
+hmp483bi;hmp483bi.sti;100;Stability
+hmp465bi;hmp465bi.sti;100;Stability
+Dieden428;Dieden428.sti;100;Stability
+DEM420.STI;DEM420.STI.sti;100;Stability
+DEM415.STI;DEM415.STI.sti;100;Stability
+DEM413.STI;DEM413.STI.sti;100;Stability
+DEM410.STI;DEM410.STI.sti;100;Stability
+DEM401V.STI;DEM401V.STI.sti;100;Stability
+DEM397V.STI;DEM397V.STI.sti;100;Stability
+DEM396.STI;DEM396.STI.sti;100;Stability
+DEM393.STI;DEM393.STI.sti;100;Stability
+NEER374.STI;NEER374.STI.sti;100;Stability
+644-AANP.STI;644-AANP.STI.sti;100;Stability
+659;659.sti;100;Stability
+660,4-puin0,5;660,4-puin0,5.sti;100;Stability
+681bi;681bi.sti;100;Stability
+693-6bi;693-6bi.sti;100;Stability
+696bi;696bi.sti;100;Stability
+HM528-6.STI;HM528-6.STI.sti;100;Stability
+hm536bi;hm536bi.sti;100;Stability
+hm551bi;hm551bi.sti;100;Stability
+hm560bi;hm560bi.sti;100;Stability
+hm594bi;hm594bi.sti;100;Stability
+hmp501bi;hmp501bi.sti;100;Stability
+hmp507bi;hmp507bi.sti;100;Stability
+hmp515bi;hmp515bi.sti;100;Stability
+hmp520bi;hmp520bi.sti;100;Stability
+hmp605bi;hmp605bi.sti;100;Stability
+hmp611bi;hmp611bi.sti;100;Stability
+Lith645;Lith645.sti;100;Stability
+LO615.STI;LO615.STI.sti;100;Stability
+LO616.STI;LO616.STI.sti;100;Stability
+marenkessel697;marenkessel697.sti;100;Stability
+Oijen_beneden587a;Oijen_beneden587a.sti;100;Stability
+OY563.STI;OY563.STI.sti;100;Stability
+OY564.STI;OY564.STI.sti;100;Stability
+OY572.STI;OY572.STI.sti;100;Stability
+OY573.STI;OY573.STI.sti;100;Stability
+703bi;703bi.sti;100;Stability
+708bi-deWit-MHW;708bi-deWit-MHW.sti;100;Stability
+711_75bi;711_75bi.sti;100;Stability
+715_2BI;715_2BI.sti;100;Stability
+BokhovenOv871,75;BokhovenOv871,75.sti;100;Stability
+BokhovenOv894;BokhovenOv894.sti;100;Stability
+Crevecoeur3,5;Crevecoeur3,5.sti;100;Stability
+Crevecoeur850,15;Crevecoeur850,15.sti;100;Stability
+Crevecoeur867;Crevecoeur867.sti;100;Stability
+h953bi1k;h953bi1k.sti;100;Stability
+hm977bi;hm977bi.sti;100;Stability
+hm993bi;hm993bi.sti;100;Stability
+hm1001bi;hm1001bi.sti;100;Stability
+HMP911A;HMP911A.sti;100;Stability
+HMP915;HMP915.sti;100;Stability
+hn931bi1;hn931bi1.sti;100;Stability
+Krommenhoek758a;Krommenhoek758a.sti;100;Stability
+OudEmpel-Gewande787;OudEmpel-Gewande787.sti;100;Stability
+Keent 0.0;Keent 0.0.sti;100;Stability
+Keent 1,0;Keent 1,0.sti;100;Stability
+Keent 31;Keent 31.sti;100;Stability
+Keent 33- opbarsten;Keent 33- opbarsten.sti;100;Stability
+Keent 35;Keent 35.sti;100;Stability
+Keent 37;Keent 37.sti;100;Stability
+Keent 39 verbeterd;Keent 39 verbeterd.sti;100;Stability
+Keent 289;Keent 289.sti;100;Stability
Index: IssueRelatedData/MWDAM-1433/Stabiliteit/Geometries/337.sti
===================================================================
diff -u
--- IssueRelatedData/MWDAM-1433/Stabiliteit/Geometries/337.sti (revision 0)
+++ IssueRelatedData/MWDAM-1433/Stabiliteit/Geometries/337.sti (revision 2219)
@@ -0,0 +1,1306 @@
+Input file for D-Geo Stability : Stability of earth slopes.
+==============================================================================
+COMPANY : Waterschap Aa en Maas
+LICENSE : Unknown
+DATE : 19-01-2015
+TIME : 15:03:36
+FILENAME : C:\Lokaal\DAM DATA\2015\DAM Wing Hong 150119\Stabiliteit\Geometries\Gespiegeld\337 (lokaal grondonderzoek en stijgh. NPL verloop in tussenzandlaag).sti
+CREATED BY : D-Geo Stability version 10.1.4.3
+========================== BEGINNING OF DATA ==========================
+[VERSION]
+Soil=1001
+Geometry=1000
+StressCurve=1000
+BondStressDiagram=1000
+D-Geo Stability=1003
+[END OF VERSION]
+
+[SOIL COLLECTION]
+ 6 = number of items
+[SOIL]
+zandondergrond
+SoilColor=65535
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=19.00
+SoilGamWet=21.00
+SoilRestSlope=1
+SoilCohesion=0.00
+SoilPhi=30.26
+SoilDilatancy=0.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=0
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilPc=0.00E+00
+StrengthIncreaseExponent=0.70
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+xCoorSoilPc=-100.000
+yCoorSoilPc=-100.000
+IsPopCalculated=0
+IsOCRCalculated=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]
+zandtussenlaag
+SoilColor=8454143
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=18.00
+SoilGamWet=20.00
+SoilRestSlope=1
+SoilCohesion=0.00
+SoilPhi=25.69
+SoilDilatancy=0.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=0
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilPc=0.00E+00
+StrengthIncreaseExponent=0.70
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+xCoorSoilPc=-100.000
+yCoorSoilPc=-100.000
+IsPopCalculated=0
+IsOCRCalculated=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]
+klei, huidig
+SoilColor=32768
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=18.50
+SoilGamWet=19.20
+SoilRestSlope=0
+SoilCohesion=1.28
+SoilPhi=24.08
+SoilDilatancy=0.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=0
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilPc=0.00E+00
+StrengthIncreaseExponent=0.70
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+xCoorSoilPc=-100.000
+yCoorSoilPc=-100.000
+IsPopCalculated=0
+IsOCRCalculated=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]
+klei, nieuw
+SoilColor=9276906
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=16.00
+SoilGamWet=18.00
+SoilRestSlope=0
+SoilCohesion=2.00
+SoilPhi=19.04
+SoilDilatancy=0.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=0
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilPc=0.00E+00
+StrengthIncreaseExponent=0.70
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+xCoorSoilPc=-100.000
+yCoorSoilPc=-100.000
+IsPopCalculated=0
+IsOCRCalculated=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]
+weg
+SoilColor=9211020
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=20.00
+SoilGamWet=22.00
+SoilRestSlope=1
+SoilCohesion=0.00
+SoilPhi=34.96
+SoilDilatancy=0.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=0
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilPc=0.00E+00
+StrengthIncreaseExponent=0.70
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+xCoorSoilPc=-100.000
+yCoorSoilPc=-100.000
+IsPopCalculated=0
+IsOCRCalculated=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]
+wl_zandondergrond
+SoilColor=9276906
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=19.00
+SoilGamWet=21.00
+SoilRestSlope=1
+SoilCohesion=0.00
+SoilPhi=30.26
+SoilDilatancy=0.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=0
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilPc=0.00E+00
+StrengthIncreaseExponent=0.70
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+xCoorSoilPc=-100.000
+yCoorSoilPc=-100.000
+IsPopCalculated=0
+IsOCRCalculated=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]
+ 69 - Number of geometry points -
+ 1 50.560 6.500 0.000
+ 2 45.880 6.500 0.000
+ 3 38.500 6.700 0.000
+ 4 32.500 6.700 0.000
+ 5 28.589 7.227 0.000
+ 6 27.510 7.600 0.000
+ 7 22.000 7.600 0.000
+ 8 19.645 7.309 0.000
+ 9 17.930 6.500 0.000
+ 10 0.000 6.500 0.000
+ 11 75.000 6.000 0.000
+ 12 45.880 6.000 0.000
+ 13 44.462 5.563 0.000
+ 14 75.000 6.500 0.000
+ 15 75.000 8.190 0.000
+ 16 70.420 8.260 0.000
+ 17 45.880 8.880 0.000
+ 18 39.540 11.420 0.000
+ 19 38.048 11.500 0.000
+ 20 35.000 11.650 0.000
+ 21 32.447 11.505 0.000
+ 22 31.830 11.470 0.000
+ 23 30.370 11.200 0.000
+ 24 27.510 9.850 0.000
+ 25 26.894 9.841 0.000
+ 26 22.880 9.820 0.000
+ 27 21.624 9.439 0.000
+ 28 17.930 8.316 0.000
+ 29 4.930 8.150 0.000
+ 30 0.000 8.062 0.000
+ 31 45.070 8.900 0.000
+ 32 43.416 9.653 0.000
+ 33 45.693 8.489 0.000
+ 34 44.739 8.538 0.000
+ 35 39.729 11.086 0.000
+ 36 37.821 11.018 0.000
+ 37 35.000 11.150 0.000
+ 38 32.447 11.005 0.000
+ 39 26.410 9.630 0.000
+ 40 22.630 9.480 0.000
+ 41 75.000 5.200 0.000
+ 42 45.880 5.200 0.000
+ 43 27.510 6.800 0.000
+ 44 22.000 6.800 0.000
+ 45 27.510 6.100 0.000
+ 46 23.912 6.100 0.000
+ 47 75.000 3.500 0.000
+ 48 54.100 3.500 0.000
+ 49 45.880 3.500 0.000
+ 50 38.500 2.600 0.000
+ 51 32.500 2.600 0.000
+ 52 27.510 4.800 0.000
+ 53 17.930 5.000 0.000
+ 54 0.000 5.000 0.000
+ 55 75.000 -6.700 0.000
+ 56 0.000 -6.700 0.000
+ 57 75.000 8.190 0.000
+ 58 70.420 8.260 0.000
+ 59 45.880 8.880 0.000
+ 60 39.540 10.350 0.000
+ 61 32.240 10.850 0.000
+ 62 31.240 11.350 0.000
+ 63 0.000 11.350 0.000
+ 64 75.000 8.790 0.000
+ 65 58.510 9.070 0.000
+ 66 45.880 9.070 0.000
+ 67 27.510 10.150 0.000
+ 68 5.000 11.350 0.000
+ 69 34.120 11.600 0.000
+[END OF POINTS]
+
+[CURVES]
+ 70 - 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
+ 8 7
+ 8 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 9 8
+ 9 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 10 9
+ 10 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 12 11
+ 11 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 13 12
+ 12 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 3 13
+ 13 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 1 14
+ 14 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 16 15
+ 15 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 17 16
+ 16 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 18 17
+ 17 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 19 18
+ 18 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 20 19
+ 19 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 69 20
+ 20 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 21 69
+ 21 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 22 21
+ 22 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 23 22
+ 23 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 24 23
+ 24 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 25 24
+ 25 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 26 25
+ 26 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 27 26
+ 27 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 28 27
+ 28 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 29 28
+ 29 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 30 29
+ 30 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 31 17
+ 31 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 32 31
+ 32 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 18 32
+ 33 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 33 17
+ 34 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 34 33
+ 35 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 35 34
+ 36 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 18 35
+ 37 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 36 19
+ 38 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 37 36
+ 39 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 38 37
+ 40 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 21 38
+ 41 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 39 25
+ 42 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 40 39
+ 43 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 27 40
+ 44 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 42 41
+ 45 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 13 42
+ 46 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 43 5
+ 47 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 44 43
+ 48 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 8 44
+ 49 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 45 4
+ 50 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 46 45
+ 51 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 9 46
+ 52 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 48 47
+ 53 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 49 48
+ 54 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 50 49
+ 55 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 51 50
+ 56 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 52 51
+ 57 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 53 52
+ 58 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 54 53
+ 59 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 56 55
+ 60 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 58 57
+ 61 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 59 58
+ 62 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 60 59
+ 63 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 61 60
+ 64 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 62 61
+ 65 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 63 62
+ 66 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 65 64
+ 67 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 66 65
+ 68 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 67 66
+ 69 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 68 67
+ 70 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 63 68
+[END OF CURVES]
+
+[BOUNDARIES]
+ 12 - Number of boundaries -
+ 0 - Boundary number
+ 1 - number of curves on boundary, next line(s) are curvenumbers
+ 59
+ 1 - Boundary number
+ 7 - number of curves on boundary, next line(s) are curvenumbers
+ 58 57 56 55 54 53 52
+ 2 - Boundary number
+ 8 - number of curves on boundary, next line(s) are curvenumbers
+ 9 51 50 49 3 12 45 44
+ 3 - Boundary number
+ 10 - number of curves on boundary, next line(s) are curvenumbers
+ 9 8 48 47 46 4 3 12 45 44
+ 4 - Boundary number
+ 10 - number of curves on boundary, next line(s) are curvenumbers
+ 9 8 7 6 5 4 3 12 45 44
+ 5 - Boundary number
+ 10 - number of curves on boundary, next line(s) are curvenumbers
+ 9 8 7 6 5 4 3 12 11 10
+ 6 - Boundary number
+ 10 - number of curves on boundary, next line(s) are curvenumbers
+ 9 8 7 6 5 4 3 2 1 13
+ 7 - Boundary number
+ 21 - number of curves on boundary, next line(s) are curvenumbers
+ 29 28 27 43 42 41 24 23 22 21
+ 40 39 38 37 17 36 35 34 33 15
+ 14
+ 8 - Boundary number
+ 20 - number of curves on boundary, next line(s) are curvenumbers
+ 29 28 27 26 25 24 23 22 21 40
+ 39 38 37 17 36 35 34 33 15 14
+ 9 - Boundary number
+ 19 - number of curves on boundary, next line(s) are curvenumbers
+ 29 28 27 26 25 24 23 22 21 20
+ 19 18 17 36 35 34 33 15 14
+ 10 - Boundary number
+ 18 - number of curves on boundary, next line(s) are curvenumbers
+ 29 28 27 26 25 24 23 22 21 20
+ 19 18 17 32 31 30 15 14
+ 11 - Boundary number
+ 16 - number of curves on boundary, next line(s) are curvenumbers
+ 29 28 27 26 25 24 23 22 21 20
+ 19 18 17 16 15 14
+[END OF BOUNDARIES]
+
+[USE PROBABILISTIC DEFAULTS BOUNDARIES]
+ 12 - Number of boundaries -
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES]
+
+[STDV BOUNDARIES]
+ 12 - 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
+[END OF STDV BOUNDARIES]
+
+[DISTRIBUTION BOUNDARIES]
+ 12 - Number of boundaries -
+ 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
+ 6 - number of curves on PlLine, next line(s) are curvenumbers
+ 65 64 63 62 61 60
+ 2 - PlLine number
+ 5 - number of curves on PlLine, next line(s) are curvenumbers
+ 70 69 68 67 66
+[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]
+ 11 - Number of layers -
+ 1 - Layer number, next line is material of layer
+ wl_zandondergrond
+ 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
+ zandtussenlaag
+ 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
+ klei, huidig
+ 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
+ zandtussenlaag
+ 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
+ klei, huidig
+ 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
+ zandtussenlaag
+ 99 - Piezometric level line at top of layer
+ 99 - 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
+ klei, huidig
+ 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
+ klei, huidig
+ 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
+ weg
+ 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
+ klei, nieuw
+ 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
+ klei, nieuw
+ 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
+[END OF LAYERS]
+
+[LAYERLOADS]
+ - Layers which are loads -
+
+[END OF LAYERLOADS]
+
+[END OF GEOMETRY DATA]
+[RUN IDENTIFICATION TITLES]
+Dijkverbetering Keent/Grave
+Profiel 337
+Huidige situatie
+[MODEL]
+ 1 : Bishop
+ 1 : C phi
+ 0 : Probabilistic off
+ 1 : Mean
+ 1 : Geotextiles on
+ 0 : Nails off
+ 1 : Zone plot on
+ 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
+[FORBIDDEN LINES]
+ 1 - Forbidden lines
+ 1
+ 41.41 11.32 - X1 Y1
+ 38.41 11.32 - X2 Y2
+[UNIT WEIGHT WATER]
+ 9.81 : Unit weight water
+[DEGREE OF CONSOLIDATION]
+ 11 Number of layers
+ 11 100
+ 10 100 100
+ 9 100 100 100
+ 8 100 100 100 100
+ 7 100 100 100 100 100
+ 6 100 100 100 100 100 100
+ 5 100 100 100 100 100 100 100
+ 4 100 100 100 100 100 100 100 100
+ 3 100 100 100 100 100 100 100 100 100
+ 2 100 100 100 100 100 100 100 100 100 100
+ 1 100 100 100 100 100 100 100 100 100 100
+ 100
+ 0 capillary water not included
+[degree Temporary loads]
+ 100 100 0 100 0 100 0 0 100 0
+ 0
+ 0 capillary water not included
+[degree Free water(Cu)]
+ 100 100 100 100 100 100 100 100 100 100
+ 100
+[degree earth quake]
+ 100 100 100 100 100 100 100 100 100 100
+ 100
+[CIRCLES]
+ 41.658 46.658 11 X-direction
+ 15.988 20.988 11 Y-direction
+ 9.523 6.523 13 Tangent lines
+ 35.000 0.000 0 no fixed point used
+[SPENCER SLIP DATA]
+ 0 Number of points
+[SPENCER SLIP DATA 2]
+ 0 Number of points
+[SPENCER SLIP INTERVAL]
+ 2 : Slip spencer interval
+[LINE LOADS]
+ 0 = number of items
+[UNIFORM LOADS ]
+ 1 = number of items
+verkeer
+ 13.30 = magnitude
+ 35.53 38.03 = xstart and xend
+ 30.00 = distribution angle
+ 2 = temporary load
+[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
+[SIGMA-TAU CURVES]
+ 0 = number of items
+[END OF SIGMA-TAU CURVES]
+[BOND STRESS DIAGRAMS]
+ 0 = number of items
+[END OF BOND STRESS DIAGRAMS]
+[MINIMAL REQUIRED CIRCLE DEPTH]
+ 0.00 [m]
+[Slip Circle Selection]
+IsMinXEntryUsed=0
+IsMaxXEntryUsed=0
+XEntryMin=0.00
+XEntryMax=0.00
+[End of Slip Circle Selection]
+[START VALUE SAFETY FACTOR]
+ 1.000 [-]
+[REFERENCE LEVEL CU]
+ 8
+[LIFT SLIP DATA]
+ 35.000 35.000 1 X-direction Left
+ 0.000 0.000 1 Y-direction Left
+ 35.000 35.000 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)
+[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
+ 11 - 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
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+[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
+[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]
+ 11.60 = Diketable Height [m]
+ 34.12 = X co-ordinate indicating start of zone [m]
+ 39.55 = Boundary of M.H.W influence at X [m]
+ 8.88 = Boundary of M.H.W influence at Y [m]
+ 1.08 = Required safety in zone 1a
+ 1.08 = Required safety in zone 1b
+ 1.00 = Required safety in zone 2a
+ 1.00 = Required safety in zone 2b
+ 35.00 = Left side minimum road [m]
+ 35.00 = 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
+[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
+[REQUESTED LIFT SLICES]
+ 50 = number of slices
+[REQUESTED SPENCER SLICES]
+ 50 = number of 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]
+[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-1433/Stabiliteit/Geometries/Grave 342 verbetering met taludverflauwing.sti
===================================================================
diff -u
--- IssueRelatedData/MWDAM-1433/Stabiliteit/Geometries/Grave 342 verbetering met taludverflauwing.sti (revision 0)
+++ IssueRelatedData/MWDAM-1433/Stabiliteit/Geometries/Grave 342 verbetering met taludverflauwing.sti (revision 2219)
@@ -0,0 +1,1184 @@
+Input file for MStabDamUtil : Stability of earth slopes.
+==============================================================================
+COMPANY :
+LICENSE : Unknown
+DATE : 3-3-2015
+TIME : 14:35:54
+FILENAME : C:\Lokaal\DAM DATA\2015\DAM samenvoeging primaire kering 150303\Stabiliteit\Geometries\Grave 342 verbetering met taludverflauwing.sti
+CREATED BY : D-Geo Stability version 10.1.1.1
+========================== BEGINNING OF DATA ==========================
+[VERSION]
+Soil=1001
+Geometry=1000
+StressCurve=1000
+BondStressDiagram=1000
+D-Geo Stability=1003
+[END OF VERSION]
+
+[SOIL COLLECTION]
+ 6 = number of items
+[SOIL]
+Wegmateriaal
+SoilColor=16575398
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=22.00
+SoilGamOvenDry=0.01
+SoilGamWet=20.00
+SoilRestSlope=0
+SoilDiameterD70=200.00
+SoilCohesion=0.00
+SoilPhi=34.96
+SoilDilatancy=0.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=0
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilTrafficLoadDegreeOfConsolidation=100.00
+SoilPc=0.00E+00
+StrengthIncreaseExponent=0.70
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+xCoorSoilPc=-100.000
+yCoorSoilPc=-100.000
+IsPopCalculated=0
+IsOCRCalculated=0
+SoilPermeabKx=1.00000E-03
+SoilIsAquifer=0
+SoilBeddingAngle=37.0
+SoilWhitesConstant=0.250
+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
+SoilDistDiameterD70=3
+SoilStdDiameterD70=0.0000
+SoilDistPermeabKx=3
+SoilStdPermeabKx=0.00000E+00
+SoilDistWhitesConstant=3
+SoilStdWhitesConstant=0.0000
+SoilDistBeddingAngle=3
+SoilStdBeddingAngle=0.0000
+[END OF SOIL]
+[SOIL]
+Zand tussen (1)
+SoilColor=8454143
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=18.00
+SoilGamOvenDry=0.01
+SoilGamWet=20.00
+SoilRestSlope=0
+SoilDiameterD70=200.00
+SoilCohesion=1.21
+SoilPhi=26.69
+SoilDilatancy=0.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=0
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilTrafficLoadDegreeOfConsolidation=100.00
+SoilPc=0.00E+00
+StrengthIncreaseExponent=0.70
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+xCoorSoilPc=-100.000
+yCoorSoilPc=-100.000
+IsPopCalculated=0
+IsOCRCalculated=0
+SoilPermeabKx=1.00000E-03
+SoilIsAquifer=0
+SoilBeddingAngle=37.0
+SoilWhitesConstant=0.250
+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
+SoilDistDiameterD70=3
+SoilStdDiameterD70=0.0000
+SoilDistPermeabKx=3
+SoilStdPermeabKx=0.00000E+00
+SoilDistWhitesConstant=3
+SoilStdWhitesConstant=0.0000
+SoilDistBeddingAngle=3
+SoilStdBeddingAngle=0.0000
+[END OF SOIL]
+[SOIL]
+Huidige klei
+SoilColor=32768
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=18.50
+SoilGamOvenDry=0.01
+SoilGamWet=19.20
+SoilRestSlope=0
+SoilDiameterD70=200.00
+SoilCohesion=1.28
+SoilPhi=24.08
+SoilDilatancy=0.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=0
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilTrafficLoadDegreeOfConsolidation=100.00
+SoilPc=0.00E+00
+StrengthIncreaseExponent=0.70
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+xCoorSoilPc=-100.000
+yCoorSoilPc=-100.000
+IsPopCalculated=0
+IsOCRCalculated=0
+SoilPermeabKx=1.00000E-03
+SoilIsAquifer=0
+SoilBeddingAngle=37.0
+SoilWhitesConstant=0.250
+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
+SoilDistDiameterD70=3
+SoilStdDiameterD70=0.0000
+SoilDistPermeabKx=3
+SoilStdPermeabKx=0.00000E+00
+SoilDistWhitesConstant=3
+SoilStdWhitesConstant=0.0000
+SoilDistBeddingAngle=3
+SoilStdBeddingAngle=0.0000
+[END OF SOIL]
+[SOIL]
+Zand diep
+SoilColor=65535
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=19.00
+SoilGamOvenDry=0.01
+SoilGamWet=21.00
+SoilRestSlope=0
+SoilDiameterD70=200.00
+SoilCohesion=0.00
+SoilPhi=30.26
+SoilDilatancy=0.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=0
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilTrafficLoadDegreeOfConsolidation=100.00
+SoilPc=0.00E+00
+StrengthIncreaseExponent=0.70
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+xCoorSoilPc=-100.000
+yCoorSoilPc=-100.000
+IsPopCalculated=0
+IsOCRCalculated=0
+SoilPermeabKx=1.00000E-03
+SoilIsAquifer=0
+SoilBeddingAngle=37.0
+SoilWhitesConstant=0.250
+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
+SoilDistDiameterD70=3
+SoilStdDiameterD70=0.0000
+SoilDistPermeabKx=3
+SoilStdPermeabKx=0.00000E+00
+SoilDistWhitesConstant=3
+SoilStdWhitesConstant=0.0000
+SoilDistBeddingAngle=3
+SoilStdBeddingAngle=0.0000
+[END OF SOIL]
+[SOIL]
+Klei nieuw
+SoilColor=12171263
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=18.00
+SoilGamOvenDry=0.01
+SoilGamWet=16.00
+SoilRestSlope=0
+SoilDiameterD70=200.00
+SoilCohesion=2.00
+SoilPhi=19.04
+SoilDilatancy=0.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=0
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilTrafficLoadDegreeOfConsolidation=100.00
+SoilPc=0.00E+00
+StrengthIncreaseExponent=0.70
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+xCoorSoilPc=-100.000
+yCoorSoilPc=-100.000
+IsPopCalculated=0
+IsOCRCalculated=0
+SoilPermeabKx=1.00000E-03
+SoilIsAquifer=0
+SoilBeddingAngle=37.0
+SoilWhitesConstant=0.250
+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
+SoilDistDiameterD70=3
+SoilStdDiameterD70=0.0000
+SoilDistPermeabKx=3
+SoilStdPermeabKx=0.00000E+00
+SoilDistWhitesConstant=3
+SoilStdWhitesConstant=0.0000
+SoilDistBeddingAngle=3
+SoilStdBeddingAngle=0.0000
+[END OF SOIL]
+[SOIL]
+wl_Zand diep
+SoilColor=9276906
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=19.00
+SoilGamOvenDry=0.01
+SoilGamWet=21.00
+SoilRestSlope=0
+SoilDiameterD70=200.00
+SoilCohesion=0.00
+SoilPhi=30.26
+SoilDilatancy=0.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=0
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilTrafficLoadDegreeOfConsolidation=100.00
+SoilPc=0.00E+00
+StrengthIncreaseExponent=0.70
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+xCoorSoilPc=-100.000
+yCoorSoilPc=-100.000
+IsPopCalculated=0
+IsOCRCalculated=0
+SoilPermeabKx=1.00000E-03
+SoilIsAquifer=0
+SoilBeddingAngle=37.0
+SoilWhitesConstant=0.250
+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
+SoilDistDiameterD70=3
+SoilStdDiameterD70=0.0000
+SoilDistPermeabKx=3
+SoilStdPermeabKx=0.00000E+00
+SoilDistWhitesConstant=3
+SoilStdWhitesConstant=0.0000
+SoilDistBeddingAngle=3
+SoilStdBeddingAngle=0.0000
+[END OF SOIL]
+[END OF SOIL COLLECTION]
+
+[GEOMETRY DATA]
+[ACCURACY]
+ 0.0010
+[END OF ACCURACY]
+
+[POINTS]
+ 48 - Number of geometry points -
+ 1 127.800 8.070 0.000
+ 2 105.570 7.720 0.000
+ 3 95.406 7.600 0.000
+ 4 89.257 7.747 0.000
+ 5 72.477 11.727 0.000
+ 6 69.340 11.815 0.000
+ 7 66.454 11.668 0.000
+ 8 55.555 7.162 0.000
+ 9 44.416 7.300 0.000
+ 10 43.267 7.609 0.000
+ 11 27.718 8.474 0.000
+ 12 13.467 9.429 0.000
+ 13 0.000 9.217 0.000
+ 14 88.659 7.777 0.000
+ 15 88.427 7.783 0.000
+ 16 88.073 7.793 0.000
+ 17 87.797 7.800 0.000
+ 18 86.433 7.950 0.000
+ 19 82.424 8.370 0.000
+ 20 82.316 8.380 0.000
+ 21 80.328 9.056 0.000
+ 22 127.800 7.000 0.000
+ 23 89.689 7.000 0.000
+ 24 127.800 4.000 0.000
+ 25 97.346 4.000 0.000
+ 26 88.217 2.000 0.000
+ 27 75.812 0.000 0.000
+ 28 63.694 0.000 0.000
+ 29 54.712 0.700 0.000
+ 30 40.240 4.800 0.000
+ 31 0.000 4.800 0.000
+ 32 127.800 -5.000 0.000
+ 33 0.000 -5.000 0.000
+ 34 127.800 7.022 0.000
+ 35 108.380 7.000 0.000
+ 36 89.644 7.009 0.000
+ 37 73.223 11.090 0.000
+ 38 67.203 11.100 0.000
+ 39 65.058 11.339 0.000
+ 40 58.405 11.400 0.000
+ 41 50.654 11.400 0.000
+ 42 41.763 11.400 0.000
+ 43 0.000 11.400 0.000
+ 44 127.800 9.750 0.000
+ 45 89.295 9.930 0.000
+ 46 79.400 10.220 0.000
+ 47 54.907 11.140 0.000
+ 48 39.575 11.400 0.000
+[END OF POINTS]
+
+[CURVES]
+ 45 - 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
+ 8 7
+ 8 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 9 8
+ 9 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 10 9
+ 10 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 11 10
+ 11 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 12 11
+ 12 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 13 12
+ 13 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 14 4
+ 14 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 15 14
+ 15 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 16 15
+ 16 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 17 16
+ 17 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 18 17
+ 18 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 19 18
+ 19 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 20 19
+ 20 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 21 20
+ 21 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 5 21
+ 22 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 23 22
+ 23 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 18 23
+ 24 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 25 24
+ 25 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 26 25
+ 26 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 27 26
+ 27 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 28 27
+ 28 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 29 28
+ 29 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 30 29
+ 30 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 31 30
+ 31 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 33 32
+ 32 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 35 34
+ 33 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 36 35
+ 34 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 37 36
+ 35 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 38 37
+ 36 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 39 38
+ 37 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 40 39
+ 38 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 41 40
+ 39 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 42 41
+ 40 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 43 42
+ 41 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 45 44
+ 42 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 46 45
+ 43 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 47 46
+ 44 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 48 47
+ 45 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 43 48
+[END OF CURVES]
+
+[BOUNDARIES]
+ 5 - Number of boundaries -
+ 0 - Boundary number
+ 1 - number of curves on boundary, next line(s) are curvenumbers
+ 31
+ 1 - Boundary number
+ 7 - number of curves on boundary, next line(s) are curvenumbers
+ 30 29 28 27 26 25 24
+ 2 - Boundary number
+ 14 - number of curves on boundary, next line(s) are curvenumbers
+ 12 11 10 9 8 7 6 5 21 20
+ 19 18 23 22
+ 3 - Boundary number
+ 20 - number of curves on boundary, next line(s) are curvenumbers
+ 12 11 10 9 8 7 6 5 21 20
+ 19 18 17 16 15 14 13 3 2 1
+ 4 - Boundary number
+ 12 - number of curves on boundary, next line(s) are curvenumbers
+ 12 11 10 9 8 7 6 5 4 3
+ 2 1
+[END OF BOUNDARIES]
+
+[USE PROBABILISTIC DEFAULTS BOUNDARIES]
+ 5 - Number of boundaries -
+ 1
+ 1
+ 1
+ 1
+ 1
+[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES]
+
+[STDV BOUNDARIES]
+ 5 - Number of boundaries -
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+[END OF STDV BOUNDARIES]
+
+[DISTRIBUTION BOUNDARIES]
+ 5 - Number of boundaries -
+ 0
+ 0
+ 0
+ 0
+ 0
+[END OF DISTRIBUTION BOUNDARIES]
+
+[PIEZO LINES]
+ 2 - Number of piezometric level lines -
+ 1 - PlLine number
+ 9 - number of curves on PlLine, next line(s) are curvenumbers
+ 40 39 38 37 36 35 34 33 32
+ 2 - PlLine number
+ 5 - number of curves on PlLine, next line(s) are curvenumbers
+ 45 44 43 42 41
+[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]
+ 4 - Number of layers -
+ 1 - Layer number, next line is material of layer
+ wl_Zand diep
+ 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
+ Huidige klei
+ 1 - 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
+ Zand tussen (1)
+ 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
+ Klei nieuw
+ 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
+[END OF LAYERS]
+
+[LAYERLOADS]
+ - Layers which are loads -
+
+[END OF LAYERLOADS]
+
+[END OF GEOMETRY DATA]
+[RUN IDENTIFICATION TITLES]
+Dijring 36, Grave
+Profiel 342
+Verbeterd
+[MODEL]
+ 1 : Bishop
+ 1 : C phi
+ 0 : Probabilistic off
+ 1 : Mean
+ 1 : Geotextiles on
+ 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
+[UNIT WEIGHT WATER]
+ 9.81 : Unit weight water
+[DEGREE OF CONSOLIDATION]
+ 4 Number of layers
+ 4 100
+ 3 100 100
+ 2 100 100 100
+ 1 100 100 100 100
+ 0 capillary water not included
+[degree Temporary loads]
+ 100 0 100 0
+ 0 capillary water not included
+[degree Free water(Cu)]
+ 100 100 100 100
+[degree earth quake]
+ 100 100 100 100
+[CIRCLES]
+ 77.069 82.402 10 X-direction
+ 20.031 25.107 10 Y-direction
+ 9.000 3.000 10 Tangent lines
+ 69.340 0.000 0 no fixed point used
+[SPENCER SLIP DATA]
+ 0 Number of points
+[SPENCER SLIP DATA 2]
+ 0 Number of points
+[SPENCER SLIP INTERVAL]
+ 2 : Slip spencer interval
+[LINE LOADS]
+ 0 = number of items
+[UNIFORM LOADS ]
+ 1 = number of items
+Verkeer
+ 13.30 = magnitude
+ 68.39 70.88 = xstart and xend
+ 30.00 = distribution angle
+ 2 = temporary load
+[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
+[SIGMA-TAU CURVES]
+ 0 = number of items
+[END OF SIGMA-TAU CURVES]
+[BOND STRESS DIAGRAMS]
+ 0 = number of items
+[END OF BOND STRESS DIAGRAMS]
+[MINIMAL REQUIRED CIRCLE DEPTH]
+ 0.00 [m]
+[Slip Circle Selection]
+IsMinXEntryUsed=0
+IsMaxXEntryUsed=0
+XEntryMin=0.00
+XEntryMax=0.00
+[End of Slip Circle Selection]
+[START VALUE SAFETY FACTOR]
+ 1.000 [-]
+[REFERENCE LEVEL CU]
+ 4
+[LIFT SLIP DATA]
+ 78.783 82.379 5 X-direction Left
+ 18.743 21.545 5 Y-direction Left
+ 81.175 85.594 15 X-direction Right
+ 7.627 11.186 10 Y-direction Right
+ 6.800 6.800 1 Y-direction tangent lines
+ 0 Automatic grid calculation (1)
+[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
+ 4 - Number of layers
+ 1 1 = Pl-top and pl-bottom
+ 1 99 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+[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
+[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]
+ 69.34 = X co-ordinate indicating start of zone [m]
+ 69.34 = 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
+ 69.34 = Left side minimum road [m]
+ 69.34 = Right side minimum road [m]
+ 0.90 = Required safety in zone 3a
+ 0.90 = Required safety in zone 3b
+ 0 Stability calculation at left side
+ 0.50 = Remolding reduction factor
+ 0.80 = Schematization reduction factor
+ 1 Overtopping condition less or equal 0.1 l/m/s
+[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
+[REQUESTED LIFT SLICES]
+ 50 = number of slices
+[REQUESTED SPENCER SLICES]
+ 50 = number of 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]
+[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-1433/Stabiliteit/Geometries/Grave 323.sti
===================================================================
diff -u
--- IssueRelatedData/MWDAM-1433/Stabiliteit/Geometries/Grave 323.sti (revision 0)
+++ IssueRelatedData/MWDAM-1433/Stabiliteit/Geometries/Grave 323.sti (revision 2219)
@@ -0,0 +1,1244 @@
+Input file for MStabDamUtil : Stability of earth slopes.
+==============================================================================
+COMPANY :
+LICENSE : Unknown
+DATE : 3-3-2015
+TIME : 14:35:54
+FILENAME : C:\Lokaal\DAM DATA\2015\DAM samenvoeging primaire kering 150303\Stabiliteit\Geometries\Grave 323.sti
+CREATED BY : D-Geo Stability version 10.1.1.1
+========================== BEGINNING OF DATA ==========================
+[VERSION]
+Soil=1001
+Geometry=1000
+StressCurve=1000
+BondStressDiagram=1000
+D-Geo Stability=1003
+[END OF VERSION]
+
+[SOIL COLLECTION]
+ 6 = number of items
+[SOIL]
+Wegmateriaal
+SoilColor=16575398
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=22.00
+SoilGamOvenDry=0.01
+SoilGamWet=20.00
+SoilRestSlope=0
+SoilDiameterD70=200.00
+SoilCohesion=0.00
+SoilPhi=34.96
+SoilDilatancy=0.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=0
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilTrafficLoadDegreeOfConsolidation=100.00
+SoilPc=0.00E+00
+StrengthIncreaseExponent=0.70
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+xCoorSoilPc=-100.000
+yCoorSoilPc=-100.000
+IsPopCalculated=0
+IsOCRCalculated=0
+SoilPermeabKx=1.00000E-03
+SoilIsAquifer=0
+SoilBeddingAngle=37.0
+SoilWhitesConstant=0.250
+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
+SoilDistDiameterD70=3
+SoilStdDiameterD70=0.0000
+SoilDistPermeabKx=3
+SoilStdPermeabKx=0.00000E+00
+SoilDistWhitesConstant=3
+SoilStdWhitesConstant=0.0000
+SoilDistBeddingAngle=3
+SoilStdBeddingAngle=0.0000
+[END OF SOIL]
+[SOIL]
+Zand tussen (1)
+SoilColor=8454143
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=18.00
+SoilGamOvenDry=0.01
+SoilGamWet=20.00
+SoilRestSlope=0
+SoilDiameterD70=200.00
+SoilCohesion=1.21
+SoilPhi=26.69
+SoilDilatancy=0.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=0
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilTrafficLoadDegreeOfConsolidation=100.00
+SoilPc=0.00E+00
+StrengthIncreaseExponent=0.70
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+xCoorSoilPc=-100.000
+yCoorSoilPc=-100.000
+IsPopCalculated=0
+IsOCRCalculated=0
+SoilPermeabKx=1.00000E-03
+SoilIsAquifer=0
+SoilBeddingAngle=37.0
+SoilWhitesConstant=0.250
+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
+SoilDistDiameterD70=3
+SoilStdDiameterD70=0.0000
+SoilDistPermeabKx=3
+SoilStdPermeabKx=0.00000E+00
+SoilDistWhitesConstant=3
+SoilStdWhitesConstant=0.0000
+SoilDistBeddingAngle=3
+SoilStdBeddingAngle=0.0000
+[END OF SOIL]
+[SOIL]
+Huidige klei
+SoilColor=32768
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=18.50
+SoilGamOvenDry=0.01
+SoilGamWet=19.20
+SoilRestSlope=0
+SoilDiameterD70=200.00
+SoilCohesion=1.28
+SoilPhi=24.08
+SoilDilatancy=0.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=0
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilTrafficLoadDegreeOfConsolidation=100.00
+SoilPc=0.00E+00
+StrengthIncreaseExponent=0.70
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+xCoorSoilPc=-100.000
+yCoorSoilPc=-100.000
+IsPopCalculated=0
+IsOCRCalculated=0
+SoilPermeabKx=1.00000E-03
+SoilIsAquifer=0
+SoilBeddingAngle=37.0
+SoilWhitesConstant=0.250
+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
+SoilDistDiameterD70=3
+SoilStdDiameterD70=0.0000
+SoilDistPermeabKx=3
+SoilStdPermeabKx=0.00000E+00
+SoilDistWhitesConstant=3
+SoilStdWhitesConstant=0.0000
+SoilDistBeddingAngle=3
+SoilStdBeddingAngle=0.0000
+[END OF SOIL]
+[SOIL]
+Zand diep
+SoilColor=65535
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=19.00
+SoilGamOvenDry=0.01
+SoilGamWet=21.00
+SoilRestSlope=0
+SoilDiameterD70=200.00
+SoilCohesion=0.00
+SoilPhi=30.26
+SoilDilatancy=0.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=0
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilTrafficLoadDegreeOfConsolidation=100.00
+SoilPc=0.00E+00
+StrengthIncreaseExponent=0.70
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+xCoorSoilPc=-100.000
+yCoorSoilPc=-100.000
+IsPopCalculated=0
+IsOCRCalculated=0
+SoilPermeabKx=1.00000E-03
+SoilIsAquifer=0
+SoilBeddingAngle=37.0
+SoilWhitesConstant=0.250
+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
+SoilDistDiameterD70=3
+SoilStdDiameterD70=0.0000
+SoilDistPermeabKx=3
+SoilStdPermeabKx=0.00000E+00
+SoilDistWhitesConstant=3
+SoilStdWhitesConstant=0.0000
+SoilDistBeddingAngle=3
+SoilStdBeddingAngle=0.0000
+[END OF SOIL]
+[SOIL]
+Klei nieuw
+SoilColor=12171263
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=18.00
+SoilGamOvenDry=0.01
+SoilGamWet=16.00
+SoilRestSlope=0
+SoilDiameterD70=200.00
+SoilCohesion=2.00
+SoilPhi=19.04
+SoilDilatancy=0.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=0
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilTrafficLoadDegreeOfConsolidation=100.00
+SoilPc=0.00E+00
+StrengthIncreaseExponent=0.70
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+xCoorSoilPc=-100.000
+yCoorSoilPc=-100.000
+IsPopCalculated=0
+IsOCRCalculated=0
+SoilPermeabKx=1.00000E-03
+SoilIsAquifer=0
+SoilBeddingAngle=37.0
+SoilWhitesConstant=0.250
+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
+SoilDistDiameterD70=3
+SoilStdDiameterD70=0.0000
+SoilDistPermeabKx=3
+SoilStdPermeabKx=0.00000E+00
+SoilDistWhitesConstant=3
+SoilStdWhitesConstant=0.0000
+SoilDistBeddingAngle=3
+SoilStdBeddingAngle=0.0000
+[END OF SOIL]
+[SOIL]
+wl_Zand diep
+SoilColor=9276906
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=19.00
+SoilGamOvenDry=0.01
+SoilGamWet=21.00
+SoilRestSlope=0
+SoilDiameterD70=200.00
+SoilCohesion=0.00
+SoilPhi=30.26
+SoilDilatancy=0.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=0
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilTrafficLoadDegreeOfConsolidation=100.00
+SoilPc=0.00E+00
+StrengthIncreaseExponent=0.70
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+xCoorSoilPc=-100.000
+yCoorSoilPc=-100.000
+IsPopCalculated=0
+IsOCRCalculated=0
+SoilPermeabKx=1.00000E-03
+SoilIsAquifer=0
+SoilBeddingAngle=37.0
+SoilWhitesConstant=0.250
+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
+SoilDistDiameterD70=3
+SoilStdDiameterD70=0.0000
+SoilDistPermeabKx=3
+SoilStdPermeabKx=0.00000E+00
+SoilDistWhitesConstant=3
+SoilStdWhitesConstant=0.0000
+SoilDistBeddingAngle=3
+SoilStdBeddingAngle=0.0000
+[END OF SOIL]
+[END OF SOIL COLLECTION]
+
+[GEOMETRY DATA]
+[ACCURACY]
+ 0.0010
+[END OF ACCURACY]
+
+[POINTS]
+ 56 - Number of geometry points -
+ 1 127.800 7.500 0.000
+ 2 127.800 6.800 0.000
+ 3 127.800 4.500 0.000
+ 4 0.000 3.000 0.000
+ 5 127.800 6.979 0.000
+ 6 119.966 6.953 0.000
+ 7 108.566 6.963 0.000
+ 8 102.153 6.860 0.000
+ 9 100.701 6.000 0.000
+ 10 99.341 6.082 0.000
+ 11 97.724 7.000 0.000
+ 12 97.348 7.162 0.000
+ 13 94.086 8.220 0.000
+ 14 83.099 8.436 0.000
+ 15 78.932 10.000 0.000
+ 16 75.034 11.463 0.000
+ 17 73.223 11.780 0.000
+ 18 72.494 11.710 0.000
+ 19 69.340 11.860 0.000
+ 20 65.776 11.641 0.000
+ 21 60.966 10.000 0.000
+ 22 53.632 7.498 0.000
+ 23 47.921 7.009 0.000
+ 24 47.844 7.000 0.000
+ 25 39.535 6.026 0.000
+ 26 37.715 5.598 0.000
+ 27 37.392 5.549 0.000
+ 28 36.071 5.349 0.000
+ 29 33.605 4.595 0.000
+ 30 31.674 4.464 0.000
+ 31 0.000 4.887 0.000
+ 32 127.800 6.000 0.000
+ 33 75.812 4.200 0.000
+ 34 63.694 4.200 0.000
+ 35 40.240 3.758 0.000
+ 36 127.800 3.000 0.000
+ 37 97.346 3.500 0.000
+ 38 88.217 3.500 0.000
+ 39 127.800 -5.000 0.000
+ 40 0.000 -5.000 0.000
+ 41 127.800 6.878 0.000
+ 42 108.380 7.000 0.000
+ 43 97.402 7.000 0.000
+ 44 82.956 8.264 0.000
+ 45 73.223 11.090 0.000
+ 46 67.203 11.100 0.000
+ 47 65.058 11.339 0.000
+ 48 58.405 11.400 0.000
+ 49 50.654 11.400 0.000
+ 50 41.763 11.400 0.000
+ 51 0.000 11.400 0.000
+ 52 127.800 9.750 0.000
+ 53 89.295 9.930 0.000
+ 54 79.400 10.220 0.000
+ 55 54.907 11.140 0.000
+ 56 39.575 11.400 0.000
+[END OF POINTS]
+
+[CURVES]
+ 52 - Number of curves -
+ 1 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 6 5
+ 2 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 7 6
+ 3 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 8 7
+ 4 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 9 8
+ 5 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 10 9
+ 6 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 11 10
+ 7 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 12 11
+ 8 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 13 12
+ 9 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 14 13
+ 10 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 15 14
+ 11 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 16 15
+ 12 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 17 16
+ 13 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 18 17
+ 14 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 19 18
+ 15 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 20 19
+ 16 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 21 20
+ 17 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 22 21
+ 18 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 23 22
+ 19 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 24 23
+ 20 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 25 24
+ 21 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 26 25
+ 22 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 27 26
+ 23 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 28 27
+ 24 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 29 28
+ 25 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 30 29
+ 26 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 31 30
+ 27 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 9 32
+ 28 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 21 15
+ 29 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 24 11
+ 30 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 33 10
+ 31 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 34 33
+ 32 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 35 34
+ 33 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 29 35
+ 34 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 37 36
+ 35 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 38 37
+ 36 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 33 38
+ 37 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 40 39
+ 38 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 42 41
+ 39 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 43 42
+ 40 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 44 43
+ 41 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 45 44
+ 42 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 46 45
+ 43 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 47 46
+ 44 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 48 47
+ 45 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 49 48
+ 46 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 50 49
+ 47 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 51 50
+ 48 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 53 52
+ 49 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 54 53
+ 50 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 55 54
+ 51 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 56 55
+ 52 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 51 56
+[END OF CURVES]
+
+[BOUNDARIES]
+ 7 - Number of boundaries -
+ 0 - Boundary number
+ 1 - number of curves on boundary, next line(s) are curvenumbers
+ 37
+ 1 - Boundary number
+ 8 - number of curves on boundary, next line(s) are curvenumbers
+ 26 25 33 32 31 36 35 34
+ 2 - Boundary number
+ 8 - number of curves on boundary, next line(s) are curvenumbers
+ 26 25 33 32 31 30 5 27
+ 3 - Boundary number
+ 11 - number of curves on boundary, next line(s) are curvenumbers
+ 26 25 24 23 22 21 20 29 6 5
+ 27
+ 4 - Boundary number
+ 18 - number of curves on boundary, next line(s) are curvenumbers
+ 26 25 24 23 22 21 20 19 18 17
+ 28 10 9 8 7 6 5 27
+ 5 - Boundary number
+ 23 - number of curves on boundary, next line(s) are curvenumbers
+ 26 25 24 23 22 21 20 19 18 17
+ 16 15 14 13 12 11 10 9 8 7
+ 6 5 27
+ 6 - Boundary number
+ 26 - number of curves on boundary, next line(s) are curvenumbers
+ 26 25 24 23 22 21 20 19 18 17
+ 16 15 14 13 12 11 10 9 8 7
+ 6 5 4 3 2 1
+[END OF BOUNDARIES]
+
+[USE PROBABILISTIC DEFAULTS BOUNDARIES]
+ 7 - Number of boundaries -
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES]
+
+[STDV BOUNDARIES]
+ 7 - Number of boundaries -
+ 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]
+ 7 - Number of boundaries -
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+[END OF DISTRIBUTION BOUNDARIES]
+
+[PIEZO LINES]
+ 2 - Number of piezometric level lines -
+ 1 - PlLine number
+ 10 - number of curves on PlLine, next line(s) are curvenumbers
+ 47 46 45 44 43 42 41 40 39 38
+ 2 - PlLine number
+ 5 - number of curves on PlLine, next line(s) are curvenumbers
+ 52 51 50 49 48
+[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]
+ 6 - Number of layers -
+ 1 - Layer number, next line is material of layer
+ wl_Zand diep
+ 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
+ Zand tussen (1)
+ 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
+ Huidige klei
+ 1 - 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
+ Zand tussen (1)
+ 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
+ Huidige klei
+ 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
+ Huidige klei
+ 1 - Piezometric level line at top of layer
+ 99 - Piezometric level line at bottom of layer
+ 6 - Boundarynumber at top of layer
+ 5 - Boundarynumber at bottom of layer
+[END OF LAYERS]
+
+[LAYERLOADS]
+ - Layers which are loads -
+
+[END OF LAYERLOADS]
+
+[END OF GEOMETRY DATA]
+[RUN IDENTIFICATION TITLES]
+Dijring 36, Grave
+Profiel 323
+Huidige situatie
+[MODEL]
+ 1 : Bishop
+ 1 : C phi
+ 0 : Probabilistic off
+ 1 : Mean
+ 1 : Geotextiles on
+ 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
+[UNIT WEIGHT WATER]
+ 9.81 : Unit weight water
+[DEGREE OF CONSOLIDATION]
+ 6 Number of layers
+ 6 100
+ 5 100 100
+ 4 100 100 100
+ 3 100 100 100 100
+ 2 100 100 100 100 100
+ 1 100 100 100 100 100 100
+ 0 capillary water not included
+[degree Temporary loads]
+ 100 100 0 100 0 0
+ 0 capillary water not included
+[degree Free water(Cu)]
+ 100 100 100 100 100 100
+[degree earth quake]
+ 100 100 100 100 100 100
+[CIRCLES]
+ 77.069 82.402 10 X-direction
+ 20.031 25.107 10 Y-direction
+ 9.000 3.000 10 Tangent lines
+ 69.340 0.000 0 no fixed point used
+[SPENCER SLIP DATA]
+ 0 Number of points
+[SPENCER SLIP DATA 2]
+ 0 Number of points
+[SPENCER SLIP INTERVAL]
+ 2 : Slip spencer interval
+[LINE LOADS]
+ 0 = number of items
+[UNIFORM LOADS ]
+ 1 = number of items
+13 kPa
+ 13.00 = magnitude
+ 70.75 73.24 = xstart and xend
+ 30.00 = distribution angle
+ 2 = temporary load
+[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
+[SIGMA-TAU CURVES]
+ 0 = number of items
+[END OF SIGMA-TAU CURVES]
+[BOND STRESS DIAGRAMS]
+ 0 = number of items
+[END OF BOND STRESS DIAGRAMS]
+[MINIMAL REQUIRED CIRCLE DEPTH]
+ 0.00 [m]
+[Slip Circle Selection]
+IsMinXEntryUsed=0
+IsMaxXEntryUsed=0
+XEntryMin=0.00
+XEntryMax=0.00
+[End of Slip Circle Selection]
+[START VALUE SAFETY FACTOR]
+ 1.000 [-]
+[REFERENCE LEVEL CU]
+ 4
+[LIFT SLIP DATA]
+ 78.783 82.379 5 X-direction Left
+ 18.743 21.545 5 Y-direction Left
+ 81.175 85.594 15 X-direction Right
+ 7.627 11.186 10 Y-direction Right
+ 6.800 6.800 1 Y-direction tangent lines
+ 0 Automatic grid calculation (1)
+[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
+ 6 - Number of layers
+ 1 1 = Pl-top and pl-bottom
+ 1 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 99 = Pl-top and pl-bottom
+[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
+[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]
+ 69.34 = X co-ordinate indicating start of zone [m]
+ 69.34 = 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
+ 69.34 = Left side minimum road [m]
+ 69.34 = Right side minimum road [m]
+ 0.90 = Required safety in zone 3a
+ 0.90 = Required safety in zone 3b
+ 0 Stability calculation at left side
+ 0.50 = Remolding reduction factor
+ 0.80 = Schematization reduction factor
+ 1 Overtopping condition less or equal 0.1 l/m/s
+[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
+[REQUESTED LIFT SLICES]
+ 50 = number of slices
+[REQUESTED SPENCER SLICES]
+ 50 = number of 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]
+[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-1433/AA en Maas (Primare keringen) Stabiliteit.defx
===================================================================
diff -u
--- IssueRelatedData/MWDAM-1433/AA en Maas (Primare keringen) Stabiliteit.defx (revision 0)
+++ IssueRelatedData/MWDAM-1433/AA en Maas (Primare keringen) Stabiliteit.defx (revision 2219)
@@ -0,0 +1,9 @@
+
+
+
+
+
+
+
+
+
\ No newline at end of file
Index: IssueRelatedData/MWDAM-1433/Stabiliteit/Geometries/Grave 348 STBU bodemopbouw.sti
===================================================================
diff -u
--- IssueRelatedData/MWDAM-1433/Stabiliteit/Geometries/Grave 348 STBU bodemopbouw.sti (revision 0)
+++ IssueRelatedData/MWDAM-1433/Stabiliteit/Geometries/Grave 348 STBU bodemopbouw.sti (revision 2219)
@@ -0,0 +1,1226 @@
+Input file for MStabDamUtil : Stability of earth slopes.
+==============================================================================
+COMPANY :
+LICENSE : Unknown
+DATE : 3-3-2015
+TIME : 14:35:54
+FILENAME : C:\Lokaal\DAM DATA\2015\DAM samenvoeging primaire kering 150303\Stabiliteit\Geometries\Grave 348 STBU bodemopbouw.sti
+CREATED BY : D-Geo Stability version 10.1.1.1
+========================== BEGINNING OF DATA ==========================
+[VERSION]
+Soil=1001
+Geometry=1000
+StressCurve=1000
+BondStressDiagram=1000
+D-Geo Stability=1003
+[END OF VERSION]
+
+[SOIL COLLECTION]
+ 6 = number of items
+[SOIL]
+Wegmateriaal
+SoilColor=16575398
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=22.00
+SoilGamOvenDry=0.01
+SoilGamWet=20.00
+SoilRestSlope=0
+SoilDiameterD70=200.00
+SoilCohesion=0.00
+SoilPhi=34.96
+SoilDilatancy=0.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=0
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilTrafficLoadDegreeOfConsolidation=100.00
+SoilPc=0.00E+00
+StrengthIncreaseExponent=0.70
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+xCoorSoilPc=-100.000
+yCoorSoilPc=-100.000
+IsPopCalculated=0
+IsOCRCalculated=0
+SoilPermeabKx=1.00000E-03
+SoilIsAquifer=0
+SoilBeddingAngle=37.0
+SoilWhitesConstant=0.250
+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
+SoilDistDiameterD70=3
+SoilStdDiameterD70=0.0000
+SoilDistPermeabKx=3
+SoilStdPermeabKx=0.00000E+00
+SoilDistWhitesConstant=3
+SoilStdWhitesConstant=0.0000
+SoilDistBeddingAngle=3
+SoilStdBeddingAngle=0.0000
+[END OF SOIL]
+[SOIL]
+Zand tussen (1)
+SoilColor=8454143
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=18.00
+SoilGamOvenDry=0.01
+SoilGamWet=20.00
+SoilRestSlope=0
+SoilDiameterD70=200.00
+SoilCohesion=1.21
+SoilPhi=26.69
+SoilDilatancy=0.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=0
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilTrafficLoadDegreeOfConsolidation=100.00
+SoilPc=0.00E+00
+StrengthIncreaseExponent=0.70
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+xCoorSoilPc=-100.000
+yCoorSoilPc=-100.000
+IsPopCalculated=0
+IsOCRCalculated=0
+SoilPermeabKx=1.00000E-03
+SoilIsAquifer=0
+SoilBeddingAngle=37.0
+SoilWhitesConstant=0.250
+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
+SoilDistDiameterD70=3
+SoilStdDiameterD70=0.0000
+SoilDistPermeabKx=3
+SoilStdPermeabKx=0.00000E+00
+SoilDistWhitesConstant=3
+SoilStdWhitesConstant=0.0000
+SoilDistBeddingAngle=3
+SoilStdBeddingAngle=0.0000
+[END OF SOIL]
+[SOIL]
+Huidige klei
+SoilColor=32768
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=18.50
+SoilGamOvenDry=0.01
+SoilGamWet=19.20
+SoilRestSlope=0
+SoilDiameterD70=200.00
+SoilCohesion=1.28
+SoilPhi=24.08
+SoilDilatancy=0.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=0
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilTrafficLoadDegreeOfConsolidation=100.00
+SoilPc=0.00E+00
+StrengthIncreaseExponent=0.70
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+xCoorSoilPc=-100.000
+yCoorSoilPc=-100.000
+IsPopCalculated=0
+IsOCRCalculated=0
+SoilPermeabKx=1.00000E-03
+SoilIsAquifer=0
+SoilBeddingAngle=37.0
+SoilWhitesConstant=0.250
+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
+SoilDistDiameterD70=3
+SoilStdDiameterD70=0.0000
+SoilDistPermeabKx=3
+SoilStdPermeabKx=0.00000E+00
+SoilDistWhitesConstant=3
+SoilStdWhitesConstant=0.0000
+SoilDistBeddingAngle=3
+SoilStdBeddingAngle=0.0000
+[END OF SOIL]
+[SOIL]
+Zand diep
+SoilColor=65535
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=19.00
+SoilGamOvenDry=0.01
+SoilGamWet=21.00
+SoilRestSlope=0
+SoilDiameterD70=200.00
+SoilCohesion=0.00
+SoilPhi=30.26
+SoilDilatancy=0.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=0
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilTrafficLoadDegreeOfConsolidation=100.00
+SoilPc=0.00E+00
+StrengthIncreaseExponent=0.70
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+xCoorSoilPc=-100.000
+yCoorSoilPc=-100.000
+IsPopCalculated=0
+IsOCRCalculated=0
+SoilPermeabKx=1.00000E-03
+SoilIsAquifer=0
+SoilBeddingAngle=37.0
+SoilWhitesConstant=0.250
+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
+SoilDistDiameterD70=3
+SoilStdDiameterD70=0.0000
+SoilDistPermeabKx=3
+SoilStdPermeabKx=0.00000E+00
+SoilDistWhitesConstant=3
+SoilStdWhitesConstant=0.0000
+SoilDistBeddingAngle=3
+SoilStdBeddingAngle=0.0000
+[END OF SOIL]
+[SOIL]
+Klei nieuw (1)
+SoilColor=12171263
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=16.00
+SoilGamOvenDry=0.01
+SoilGamWet=18.00
+SoilRestSlope=0
+SoilDiameterD70=200.00
+SoilCohesion=2.00
+SoilPhi=19.04
+SoilDilatancy=0.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=0
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilTrafficLoadDegreeOfConsolidation=100.00
+SoilPc=0.00E+00
+StrengthIncreaseExponent=0.70
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+xCoorSoilPc=-100.000
+yCoorSoilPc=-100.000
+IsPopCalculated=0
+IsOCRCalculated=0
+SoilPermeabKx=1.00000E-03
+SoilIsAquifer=0
+SoilBeddingAngle=37.0
+SoilWhitesConstant=0.250
+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
+SoilDistDiameterD70=3
+SoilStdDiameterD70=0.0000
+SoilDistPermeabKx=3
+SoilStdPermeabKx=0.00000E+00
+SoilDistWhitesConstant=3
+SoilStdWhitesConstant=0.0000
+SoilDistBeddingAngle=3
+SoilStdBeddingAngle=0.0000
+[END OF SOIL]
+[SOIL]
+wl_Zand diep
+SoilColor=9276906
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=19.00
+SoilGamOvenDry=0.01
+SoilGamWet=21.00
+SoilRestSlope=0
+SoilDiameterD70=200.00
+SoilCohesion=0.00
+SoilPhi=30.26
+SoilDilatancy=0.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=0
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilTrafficLoadDegreeOfConsolidation=100.00
+SoilPc=0.00E+00
+StrengthIncreaseExponent=0.70
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+xCoorSoilPc=-100.000
+yCoorSoilPc=-100.000
+IsPopCalculated=0
+IsOCRCalculated=0
+SoilPermeabKx=1.00000E-03
+SoilIsAquifer=0
+SoilBeddingAngle=37.0
+SoilWhitesConstant=0.250
+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
+SoilDistDiameterD70=3
+SoilStdDiameterD70=0.0000
+SoilDistPermeabKx=3
+SoilStdPermeabKx=0.00000E+00
+SoilDistWhitesConstant=3
+SoilStdWhitesConstant=0.0000
+SoilDistBeddingAngle=3
+SoilStdBeddingAngle=0.0000
+[END OF SOIL]
+[END OF SOIL COLLECTION]
+
+[GEOMETRY DATA]
+[ACCURACY]
+ 0.0010
+[END OF ACCURACY]
+
+[POINTS]
+ 56 - Number of geometry points -
+ 1 132.340 4.000 0.000
+ 2 132.340 7.750 0.000
+ 3 89.295 9.910 0.000
+ 4 79.400 9.910 0.000
+ 5 54.907 10.600 0.000
+ 6 39.575 11.400 0.000
+ 7 0.000 11.400 0.000
+ 8 132.340 7.443 0.000
+ 9 132.000 7.443 0.000
+ 10 124.605 7.789 0.000
+ 11 115.982 7.789 0.000
+ 12 109.247 8.066 0.000
+ 13 107.247 8.066 0.000
+ 14 99.045 7.981 0.000
+ 15 81.259 8.795 0.000
+ 16 72.529 11.749 0.000
+ 17 69.340 11.863 0.000
+ 18 66.167 11.748 0.000
+ 19 50.852 6.417 0.000
+ 20 50.646 6.413 0.000
+ 21 50.262 6.405 0.000
+ 22 50.109 6.402 0.000
+ 23 27.121 5.948 0.000
+ 24 15.677 5.879 0.000
+ 25 0.000 6.019 0.000
+ 26 132.340 6.919 0.000
+ 27 108.225 6.963 0.000
+ 28 53.825 6.475 0.000
+ 29 132.340 2.636 0.000
+ 30 109.410 2.693 0.000
+ 31 109.410 5.185 0.000
+ 32 109.410 5.210 0.000
+ 33 98.957 6.000 0.000
+ 34 81.259 6.000 0.000
+ 35 72.833 5.442 0.000
+ 36 66.167 5.000 0.000
+ 37 53.839 3.900 0.000
+ 38 31.301 4.000 0.000
+ 39 0.000 4.000 0.000
+ 40 98.875 4.000 0.000
+ 41 92.914 4.000 0.000
+ 42 81.259 4.000 0.000
+ 43 66.167 3.500 0.000
+ 44 65.884 2.800 0.000
+ 45 132.340 -5.676 0.000
+ 46 0.000 -5.839 0.000
+ 47 132.340 7.021 0.000
+ 48 108.380 7.000 0.000
+ 49 97.402 7.000 0.000
+ 50 81.222 8.645 0.000
+ 51 72.529 8.800 0.000
+ 52 66.167 9.900 0.000
+ 53 50.852 6.236 0.000
+ 54 49.062 6.215 0.000
+ 55 41.763 5.929 0.000
+ 56 0.000 5.929 0.000
+[END OF POINTS]
+
+[CURVES]
+ 48 - Number of curves -
+ 1 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 9 8
+ 2 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 10 9
+ 3 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 11 10
+ 4 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 12 11
+ 5 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 13 12
+ 6 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 14 13
+ 7 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 15 14
+ 8 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 16 15
+ 9 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 17 16
+ 10 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 18 17
+ 11 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 19 18
+ 12 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 20 19
+ 13 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 21 20
+ 14 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 22 21
+ 15 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 23 22
+ 16 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 24 23
+ 17 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 25 24
+ 18 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 27 26
+ 19 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 14 27
+ 20 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 28 18
+ 21 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 19 28
+ 22 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 30 29
+ 23 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 31 30
+ 24 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 32 31
+ 25 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 33 32
+ 26 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 34 33
+ 27 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 35 34
+ 28 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 36 35
+ 29 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 37 36
+ 30 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 38 37
+ 31 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 39 38
+ 32 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 40 31
+ 33 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 41 40
+ 34 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 42 41
+ 35 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 43 42
+ 36 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 37 43
+ 37 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 44 30
+ 38 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 37 44
+ 39 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 46 45
+ 40 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 48 47
+ 41 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 49 48
+ 42 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 50 49
+ 43 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 51 50
+ 44 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 52 51
+ 45 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 53 52
+ 46 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 54 53
+ 47 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 55 54
+ 48 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 56 55
+[END OF CURVES]
+
+[BOUNDARIES]
+ 7 - Number of boundaries -
+ 0 - Boundary number
+ 1 - number of curves on boundary, next line(s) are curvenumbers
+ 39
+ 1 - Boundary number
+ 5 - number of curves on boundary, next line(s) are curvenumbers
+ 31 30 38 37 22
+ 2 - Boundary number
+ 9 - number of curves on boundary, next line(s) are curvenumbers
+ 31 30 36 35 34 33 32 23 22
+ 3 - Boundary number
+ 10 - number of curves on boundary, next line(s) are curvenumbers
+ 31 30 29 28 27 26 25 24 23 22
+ 4 - Boundary number
+ 14 - number of curves on boundary, next line(s) are curvenumbers
+ 17 16 15 14 13 12 21 20 10 9
+ 8 7 19 18
+ 5 - Boundary number
+ 13 - number of curves on boundary, next line(s) are curvenumbers
+ 17 16 15 14 13 12 11 10 9 8
+ 7 19 18
+ 6 - Boundary number
+ 17 - number of curves on boundary, next line(s) are curvenumbers
+ 17 16 15 14 13 12 11 10 9 8
+ 7 6 5 4 3 2 1
+[END OF BOUNDARIES]
+
+[USE PROBABILISTIC DEFAULTS BOUNDARIES]
+ 7 - Number of boundaries -
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES]
+
+[STDV BOUNDARIES]
+ 7 - Number of boundaries -
+ 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]
+ 7 - Number of boundaries -
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+[END OF DISTRIBUTION BOUNDARIES]
+
+[PIEZO LINES]
+ 1 - Number of piezometric level lines -
+ 1 - PlLine number
+ 9 - number of curves on PlLine, next line(s) are curvenumbers
+ 48 47 46 45 44 43 42 41 40
+[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]
+ 6 - Number of layers -
+ 1 - Layer number, next line is material of layer
+ wl_Zand diep
+ 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
+ Huidige klei
+ 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
+ Zand tussen (1)
+ 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
+ Huidige klei
+ 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
+ Klei nieuw (1)
+ 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
+ Zand tussen (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
+[END OF LAYERS]
+
+[LAYERLOADS]
+ - Layers which are loads -
+
+[END OF LAYERLOADS]
+
+[END OF GEOMETRY DATA]
+[RUN IDENTIFICATION TITLES]
+Dijring 36, Grave
+Profiel 348
+Huidige situatie, buitenwaartse stabiliteit
+[MODEL]
+ 1 : Bishop
+ 1 : C phi
+ 0 : Probabilistic off
+ 1 : Mean
+ 1 : Geotextiles on
+ 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
+[UNIT WEIGHT WATER]
+ 9.81 : Unit weight water
+[DEGREE OF CONSOLIDATION]
+ 6 Number of layers
+ 6 100
+ 5 100 100
+ 4 100 100 100
+ 3 100 100 100 100
+ 2 100 100 100 100 100
+ 1 100 100 100 100 100 100
+ 0 capillary water not included
+[degree Temporary loads]
+ 100 0 100 0 0 100
+ 0 capillary water not included
+[degree Free water(Cu)]
+ 100 100 100 100 100 100
+[degree earth quake]
+ 100 100 100 100 100 100
+[CIRCLES]
+ 53.650 59.006 10 X-direction
+ 19.156 24.830 10 Y-direction
+ 9.895 3.895 10 Tangent lines
+ 69.340 0.000 0 no fixed point used
+[SPENCER SLIP DATA]
+ 0 Number of points
+[SPENCER SLIP DATA 2]
+ 0 Number of points
+[SPENCER SLIP INTERVAL]
+ 2 : Slip spencer interval
+[LINE LOADS]
+ 0 = number of items
+[UNIFORM LOADS ]
+ 1 = number of items
+Verkeer
+ 13.30 = magnitude
+ 66.04 68.52 = xstart and xend
+ 30.00 = distribution angle
+ 2 = temporary load
+[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
+[SIGMA-TAU CURVES]
+ 0 = number of items
+[END OF SIGMA-TAU CURVES]
+[BOND STRESS DIAGRAMS]
+ 0 = number of items
+[END OF BOND STRESS DIAGRAMS]
+[MINIMAL REQUIRED CIRCLE DEPTH]
+ 0.00 [m]
+[Slip Circle Selection]
+IsMinXEntryUsed=0
+IsMaxXEntryUsed=0
+XEntryMin=0.00
+XEntryMax=0.00
+[End of Slip Circle Selection]
+[START VALUE SAFETY FACTOR]
+ 1.000 [-]
+[REFERENCE LEVEL CU]
+ 4
+[LIFT SLIP DATA]
+ 78.783 82.379 5 X-direction Left
+ 18.743 21.545 5 Y-direction Left
+ 81.175 85.594 15 X-direction Right
+ 7.627 11.186 10 Y-direction Right
+ 6.800 6.800 1 Y-direction tangent lines
+ 0 Automatic grid calculation (1)
+[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
+ 6 - 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
+[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
+[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]
+ 69.34 = X co-ordinate indicating start of zone [m]
+ 69.34 = 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
+ 69.34 = Left side minimum road [m]
+ 69.34 = Right side minimum road [m]
+ 0.90 = Required safety in zone 3a
+ 0.90 = Required safety in zone 3b
+ 0 Stability calculation at left side
+ 0.50 = Remolding reduction factor
+ 0.80 = Schematization reduction factor
+ 1 Overtopping condition less or equal 0.1 l/m/s
+[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
+[REQUESTED LIFT SLICES]
+ 50 = number of slices
+[REQUESTED SPENCER SLICES]
+ 50 = number of 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]
+[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-1433/Stabiliteit/surfacelines.csv
===================================================================
diff -u
--- IssueRelatedData/MWDAM-1433/Stabiliteit/surfacelines.csv (revision 0)
+++ IssueRelatedData/MWDAM-1433/Stabiliteit/surfacelines.csv (revision 2219)
@@ -0,0 +1,83 @@
+LOCATIONID;X1;Y1;Z1;.....;Xn;Yn;Zn;(Profiel);;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;
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+OudEmpel-Gewande787;0;0;2.1;1.61;0;2.1;15.66;0;2.04;16.8;0;1.41;17.36;0;1.51;18.71;0;2.21;23.6;0;3.3;24.51;0;3.51;33.6;0;6.4;36.77;0;7.61;38.18;0;7.75;40;0;7.79;41.53;0;7.781;41.65;0;7.78;44.03;0;7.55;46.6;0;6.8;48.97;0;6.19;54.3;0;5.79;59.78;0;4;64.27;0;3.64;65.78;0;2.53;66.49;0;2.5;67.99;0;3.46;80;0;3.56;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;
+Keent 0.0;0;0;8.3;21.7;0;8.4;43;0;8.75;56.3;0;9;62.55;0;9.22;69.55;0;11.25;73.3;0;11.88;75;0;11.99;77.5;0;11.85;82.6;0;10.01;89.55;0;9.82;91.4;0;9.3;99.341;0;8.76;109.7;0;8.85;135;0;8.72;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;
+Keent 1,0;0;0;8.3;13.01;0;8.302;23.288;0;8;31.83;0;7.749;50.46;0;7.703;61.55;0;8.262;69.5;0;10.937;71.96;0;11.765;75;0;11.987;75.87;0;11.91;78.37;0;11.688;80.329;0;10.9;86.08;0;8.589;91.01;0;8.588;92.21;0;8.385;94.164;0;8.068;112.27;0;7.703;135;0;7.7;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;
+Keent 31;0;0;7.316;13.387;0;7.38;33.04;0;7.474;54.49;0;7.382;61.579;0;7.5;65.783;0;7.57;77.799;0;11.721;79.749;0;11.858;80;0;11.876;82.249;0;11.793;90.252;0;9.459;94.827;0;9.273;98.418;0;8.289;100.383;0;8.174;110.975;0;7.552;130;0;7.54;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;
+Keent 33- opbarsten;0;0;7.569;30.841;0;7.424;54.139;0;7.659;66.548;0;8.138;77.383;0;11.899;78.559;0;11.998;79.851;0;12.03;80;0;12.034;81.677;0;11.991;82.351;0;11.897;91.2;0;8.943;96.743;0;8.695;101.535;0;8.254;108.257;0;7.526;124.737;0;7.446;130;0;7.54;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;
+Keent 35;0;0;7.961;21.677;0;6.974;42.669;0;7.008;55.167;0;7.037;57.161;0;7.7;58.664;0;8.2;60.167;0;8.7;69.393;0;11.769;71.677;0;11.792;72.002;0;11.776;74.502;0;11.654;82.277;0;9.109;121.677;0;9.109;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;
+Keent 37;0;0;8.389;19.403;0;8.247;42.482;0;7.914;53.058;0;8.003;55.382;0;8.023;56.055;0;8.2;57.957;0;8.7;59.098;0;9;69.41;0;11.711;71.027;0;11.76;71.677;0;11.78;73.527;0;11.726;79.46;0;10.017;82.988;0;9;83.557;0;8.836;86.18;0;8.7;94.417;0;8.273;98.129;0;8.277;104.907;0;8.284;117.739;0;8.297;141.677;0;8.238;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;
+Keent 39 verbeterd;0;0;8.2;14.41;0;8.212;14.419;0;8.214;27.69;0;11.775;29.39;0;11.818;30;0;11.834;31.89;0;11.67;36.271;0;10.052;37.295;0;9.674;37.518;0;9.592;50.867;0;8.787;50.97;0;8.781;53.019;0;8.1;53.608;0;8.099;60.033;0;8.094;61.603;0;8.093;68.534;0;8.088;69.85;0;8.087;87.011;0;8.287;90.7;0;8.33;100;0;8.3;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;
+Keent 289;0;0;8.225;32.901;0;8.205;46.982;0;8.406;56.95;0;8.787;64.368;0;8.933;64.378;0;8.943;72.938;0;11.931;75;0;11.976;75.624;0;11.976;78.124;0;11.976;81.183;0;11.286;85.698;0;9.129;89.39;0;8.808;95.953;0;8.49;98.272;0;8.193;124.491;0;8.047;134.794;0;7.877;135;0;7.877;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;
Index: IssueRelatedData/MWDAM-1433/Stabiliteit/scenarios.csv
===================================================================
diff -u
--- IssueRelatedData/MWDAM-1433/Stabiliteit/scenarios.csv (revision 0)
+++ IssueRelatedData/MWDAM-1433/Stabiliteit/scenarios.csv (revision 2219)
@@ -0,0 +1,83 @@
+location_id;location_scenario_id;water_height;water_height_low;dike_table_height;safety_factor_stability_inner_slope;safety_factor_stability_outer_slope;uplift_criterion_piping;uplift_criterion_stability;safety_factor_piping
+324+31;1;11.19;6.77;11.69;1.1;1.1;1.2;1.2;1.2
+333;1;11.17;9.63;11.67;1.1;1.1;1.2;1.2;1.2
+337;1;11.16;8.32;11.66;1.1;1.1;1.2;1.2;1.2
+DEM340V;1;11;7.3;11.65;1.1;1.1;1.2;1.2;1.2
+Grave_323;1;11.2;4.46;11.75;1.1;1.1;1.2;1.2;1.2
+Grave_342_verbetering_met_taludverflauwing;1;11.15;7.16;11.65;1.1;1.1;1.2;1.2;1.2
+Grave_348_STBU_bodemopbouw;1;11.13;6.42;11.63;1.1;1.1;1.2;1.2;1.2
+Keent_301_kleine_bermverbetering;1;11.25;8.5;11.75;1.1;1.1;1.2;1.2;1.2
+Keent_305;1;11.25;8.66;11.75;1.1;1.1;1.2;1.2;1.2
+RAV392.STI;1;10.5;9;11.6;1.1;1.1;1.2;1.2;1.2
+RAV391V.STI;1;10.5;8.6;11;1.1;1.1;1.2;1.2;1.2
+RAV387.STI;1;10.6;7.9;11.07;1.1;1.1;1.2;1.2;1.2
+RAV386.STI;1;10.6;7.9;11.07;1.1;1.1;1.2;1.2;1.2
+RAV384V2.STI;1;10.65;6.3;11.14;1.1;1.1;1.2;1.2;1.2
+NEER378.STI;1;10.75;9.2;11.2;1.1;1.1;1.2;1.2;1.2
+NEER363.STI;1;11.1;9.2;11.63;1.1;1.1;1.2;1.2;1.2
+NEER361.STI;1;11.1;9.2;11.63;1.1;1.1;1.2;1.2;1.2
+hmp487bi;1;9.54;5.4;10.25;1.1;1.1;1.2;1.2;1.2
+hmp483bi;1;9.5;6;10.28;1.1;1.1;1.2;1.2;1.2
+hmp465bi;1;9.63;1.4;10.4;1.1;1.1;1.2;1.2;1.2
+Dieden428;1;9.95;8.4;10.45;1.1;1.1;1.2;1.2;1.2
+DEM420.STI;1;10.1;8.1;10.63;1.1;1.1;1.2;1.2;1.2
+DEM415.STI;1;10.2;8.4;10.75;1.1;1.1;1.2;1.2;1.2
+DEM413.STI;1;10.25;8.3;10.79;1.1;1.1;1.2;1.2;1.2
+DEM410.STI;1;10.25;8.1;10.85;1.1;1.1;1.2;1.2;1.2
+DEM401V.STI;1;10.4;7.2;10.9;1.1;1.1;1.2;1.2;1.2
+DEM397V.STI;1;10.96;9.1;10.45;1.1;1.1;1.2;1.2;1.2
+DEM396.STI;1;10.45;7.9;10.97;1.1;1.1;1.2;1.2;1.2
+DEM393.STI;1;10.5;9.2;11.6;1.1;1.1;1.2;1.2;1.2
+NEER374.STI;1;10.85;9.2;11.42;1.1;1.1;1.2;1.2;1.2
+644-AANP.STI;1;7.97;5.97;8.6;1.1;1.1;1.2;1.2;1.2
+659;1;7.77;3.8;8.4;1.1;1.1;1.2;1.2;1.2
+660,4-puin0,5;1;7.75;4.45;8.35;1.1;1.1;1.2;1.2;1.2
+681bi;1;7.55;4.5;8.13;1.1;1.1;1.2;1.2;1.2
+693-6bi;1;7.45;4.3;8.01;1.1;1.1;1.2;1.2;1.2
+696bi;1;7.42;0.85;8.109;1.1;1.1;1.2;1.2;1.2
+HM528-6.STI;1;9.3;6;10.1;1.1;1.1;1.2;1.2;1.2
+hm536bi;1;9.24;7.1;9.95;1.1;1.1;1.2;1.2;1.2
+hm551bi;1;9.12;6.6;9.62;1.1;1.1;1.2;1.2;1.2
+hm560bi;1;8.86;5.45;9.25;1.1;1.1;1.2;1.2;1.2
+hm594bi;1;8.28;5.5;9.15;1.1;1.1;1.2;1.2;1.2
+hmp501bi;1;9.41;6.5;10.14;1.1;1.1;1.2;1.2;1.2
+hmp507bi;1;9.41;4.6;10.18;1.1;1.1;1.2;1.2;1.2
+hmp515bi;1;9.35;5.5;10.23;1.1;1.1;1.2;1.2;1.2
+hmp520bi;1;9.35;5.4;10.23;1.1;1.1;1.2;1.2;1.2
+hmp605bi;1;8.19;4.45;10.23;1.1;1.1;1.2;1.2;1.2
+hmp611bi;1;8.19;5.2;9;1.1;1.1;1.2;1.2;1.2
+Lith645;1;7.95;5.75;8.6;1.1;1.1;1.2;1.2;1.2
+LO615.STI;1;8.18;6.5;8.95;1.1;1.1;1.2;1.2;1.2
+LO616.STI;1;8.18;3;8.95;1.1;1.1;1.2;1.2;1.2
+marenkessel697;1;7.42;0.85;8.109;1.1;1.1;1.2;1.2;1.2
+Oijen_beneden587a;1;8.38;7;9.8;1.1;1.1;1.2;1.2;1.2
+OY563.STI;1;8.86;2.4;9.33;1.1;1.1;1.2;1.2;1.2
+OY564.STI;1;8.799;6.4;9.29;1.1;1.1;1.2;1.2;1.2
+OY572.STI;1;8.67;6.5;9.19;1.1;1.1;1.2;1.2;1.2
+OY573.STI;1;8.67;6.5;9.19;1.1;1.1;1.2;1.2;1.2
+703bi;1;7.38;3;8.02;1.1;1.1;1.2;1.2;1.2
+708bi-deWit-MHW;1;7.35;5.04;8.189;1.1;1.1;1.2;1.2;1.2
+711_75bi;1;7.33;5.6;7.98;1.1;1.1;1.2;1.2;1.2
+715_2BI;1;7.31;3.7;8.119;1.1;1.1;1.2;1.2;1.2
+BokhovenOv871,75;1;6.12;0.73;6.71;1.1;1.1;1.2;1.2;1.2
+BokhovenOv894;1;5.82;3.03;6.36;1.1;1.1;1.2;1.2;1.2
+Crevecoeur3,5;1;6.4;2;6.92;1.1;1.1;1.2;1.2;1.2
+Crevecoeur850,15;1;6.31;6.05;6.9;1.1;1.1;1.2;1.2;1.2
+Crevecoeur867;1;6.17;0.88;6.8;1.1;1.1;1.2;1.2;1.2
+h953bi1k;1;5.3;-0.4;7.9;1.1;1.1;1.2;1.2;1.2
+hm977bi;1;4.85;2.5;5.6;1.1;1.1;1.2;1.2;1.2
+hm993bi;1;4.65;2.5;5.25;1.1;1.1;1.2;1.2;1.2
+hm1001bi;1;4.5;2.2;5.25;1.1;1.1;1.2;1.2;1.2
+HMP911A;1;5.6;3.3;6.2;1.1;1.1;1.2;1.2;1.2
+HMP915;1;5.6;2.7;6.2;1.1;1.1;1.2;1.2;1.2
+hn931bi1;1;5.4;4.5;5.9;1.1;1.1;1.2;1.2;1.2
+Krommenhoek758a;1;7;1.25;7.82;1.1;1.1;1.2;1.2;1.2
+OudEmpel-Gewande787;1;6.82;2.21;7.55;1.1;1.1;1.2;1.2;1.2
+Keent_0.0;1;11.16;9.22;11.8;1.1;1.1;1.2;1.2;1.2
+Keent_1,0;1;11.16;8.262;11.8;1.1;1.1;1.2;1.2;1.2
+Keent_31;1;11.2;7.57;11.8;1.1;1.1;1.2;1.2;1.2
+Keent_33-_opbarsten;1;11.19;8.138;11.8;1.1;1.1;1.2;1.2;1.2
+Keent_35;1;11.18;7.037;11.75;1.1;1.1;1.2;1.2;1.2
+Keent_37;1;11.17;8.023;11.7;1.1;1.1;1.2;1.2;1.2
+Keent_39_verbeterd;1;11.16;8.214;11.7;1.1;1.1;1.2;1.2;1.2
+Keent_289;1;11.42;8.943;11.92;1.1;1.1;1.2;1.2;1.2
Index: IssueRelatedData/MWDAM-1433/Stabiliteit/Geometries/324+31.std
===================================================================
diff -u
--- IssueRelatedData/MWDAM-1433/Stabiliteit/Geometries/324+31.std (revision 0)
+++ IssueRelatedData/MWDAM-1433/Stabiliteit/Geometries/324+31.std (revision 2219)
@@ -0,0 +1,13820 @@
+Dump file for D-Geo Stability : Stability of earth slopes.
+==============================================================================
+COMPANY :
+LICENSE : Unknown
+DATE : 27-2-2017
+TIME : 11:52:17
+FILENAME : \\tsclient\W\WK\4. Projecten\1. DAM\3. 2015\1. PWK\Stabiliteit\Geometries\324+31.std
+CREATED BY : D-Geo Stability version 16.2.1.4
+========================== BEGINNING OF DATA ==========================
+[Input Data]
+[VERSION]
+Soil=1002
+Geometry=1000
+StressCurve=1000
+BondStressDiagram=1000
+YieldStress=1000
+D-Geo Stability=1006
+[END OF VERSION]
+
+[SOIL COLLECTION]
+ 6 = number of items
+[SOIL]
+zandondergrond
+SoilColor=65535
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=19.00
+SoilGamWet=21.00
+SoilRestSlope=1
+SoilCohesion=0.00
+SoilPhi=30.26
+SoilDilatancy=30.26
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=0
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilStrengthIncreaseExponent=0.80
+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]
+zandtussenlaag
+SoilColor=8454143
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=18.00
+SoilGamWet=20.00
+SoilRestSlope=1
+SoilCohesion=0.00
+SoilPhi=25.69
+SoilDilatancy=25.69
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=0
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilStrengthIncreaseExponent=0.80
+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]
+klei, huidig
+SoilColor=32768
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=18.50
+SoilGamWet=19.20
+SoilRestSlope=0
+SoilCohesion=1.28
+SoilPhi=24.08
+SoilDilatancy=24.08
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=0
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilStrengthIncreaseExponent=0.80
+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]
+klei, nieuw
+SoilColor=9276906
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=16.00
+SoilGamWet=18.00
+SoilRestSlope=0
+SoilCohesion=2.00
+SoilPhi=19.04
+SoilDilatancy=19.04
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=0
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilStrengthIncreaseExponent=0.80
+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]
+weg
+SoilColor=9211020
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=20.00
+SoilGamWet=22.00
+SoilRestSlope=1
+SoilCohesion=0.00
+SoilPhi=34.96
+SoilDilatancy=34.96
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=0
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilStrengthIncreaseExponent=0.80
+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]
+wl_zandondergrond
+SoilColor=9276906
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=19.00
+SoilGamWet=21.00
+SoilRestSlope=1
+SoilCohesion=0.00
+SoilPhi=30.26
+SoilDilatancy=30.26
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=0
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilStrengthIncreaseExponent=0.80
+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]
+ 111 - Number of geometry points -
+ 1 0.000 9.820 0.000
+ 2 0.000 5.450 0.000
+ 3 0.000 4.450 0.000
+ 4 90.000 8.190 0.000
+ 5 0.000 7.079 0.000
+ 6 0.000 5.950 0.000
+ 7 90.000 6.960 0.000
+ 8 85.000 7.070 0.000
+ 9 81.000 7.180 0.000
+ 10 77.000 7.170 0.000
+ 11 69.090 8.280 0.000
+ 12 68.200 8.400 0.000
+ 13 64.830 8.560 0.000
+ 14 64.260 8.590 0.000
+ 15 57.150 11.430 0.000
+ 16 54.950 11.790 0.000
+ 17 54.000 11.810 0.000
+ 18 50.000 11.990 0.000
+ 19 48.469 11.871 0.000
+ 20 45.000 11.600 0.000
+ 21 42.365 10.613 0.000
+ 22 40.285 9.834 0.000
+ 23 34.369 7.620 0.000
+ 24 33.888 7.440 0.000
+ 25 28.930 6.998 0.000
+ 26 26.351 6.770 0.000
+ 27 7.495 6.393 0.000
+ 28 5.156 6.345 0.000
+ 29 0.000 6.335 0.000
+ 30 69.035 7.958 0.000
+ 31 68.239 8.040 0.000
+ 32 64.253 8.273 0.000
+ 33 64.000 8.261 0.000
+ 34 59.568 10.077 0.000
+ 35 57.184 11.054 0.000
+ 36 59.020 10.182 0.000
+ 37 63.058 8.265 0.000
+ 38 62.780 8.397 0.000
+ 39 61.678 8.920 0.000
+ 40 53.896 11.360 0.000
+ 41 50.008 11.564 0.000
+ 42 48.501 11.495 0.000
+ 43 55.190 10.917 0.000
+ 44 52.542 11.000 0.000
+ 45 48.548 11.000 0.000
+ 46 59.707 8.307 0.000
+ 47 56.176 8.039 0.000
+ 48 53.492 7.674 0.000
+ 49 51.259 7.500 0.000
+ 50 50.408 7.500 0.000
+ 51 48.630 7.500 0.000
+ 52 42.863 7.597 0.000
+ 53 90.000 6.200 0.000
+ 54 76.888 6.200 0.000
+ 55 64.807 6.200 0.000
+ 56 63.927 6.200 0.000
+ 57 61.583 6.509 0.000
+ 58 58.975 6.771 0.000
+ 59 55.818 6.993 0.000
+ 60 51.304 7.036 0.000
+ 61 28.930 6.843 0.000
+ 62 28.930 6.358 0.000
+ 63 28.930 5.561 0.000
+ 64 26.361 5.277 0.000
+ 65 20.263 4.964 0.000
+ 66 16.822 4.856 0.000
+ 67 16.124 4.440 0.000
+ 68 12.562 4.477 0.000
+ 69 11.641 4.729 0.000
+ 70 10.415 5.000 0.000
+ 71 9.791 5.235 0.000
+ 72 8.146 6.065 0.000
+ 73 48.512 7.014 0.000
+ 74 45.292 6.775 0.000
+ 75 42.114 6.290 0.000
+ 76 38.362 5.470 0.000
+ 77 34.890 5.000 0.000
+ 78 31.301 5.000 0.000
+ 79 0.000 5.000 0.000
+ 80 90.000 4.990 0.000
+ 81 74.290 4.990 0.000
+ 82 69.100 4.930 0.000
+ 83 63.848 4.930 0.000
+ 84 60.901 5.507 0.000
+ 85 52.499 5.884 0.000
+ 86 44.849 5.530 0.000
+ 87 40.387 4.539 0.000
+ 88 35.571 3.689 0.000
+ 89 17.793 3.476 0.000
+ 90 11.915 2.980 0.000
+ 91 4.974 3.335 0.000
+ 92 0.000 3.405 0.000
+ 93 90.000 -6.700 0.000
+ 94 0.000 -6.700 0.000
+ 95 90.000 6.960 0.000
+ 96 85.000 7.070 0.000
+ 97 81.000 7.180 0.000
+ 98 77.000 7.170 0.000
+ 99 69.090 8.280 0.000
+ 100 68.200 8.400 0.000
+ 101 64.260 8.590 0.000
+ 102 54.950 10.360 0.000
+ 103 45.310 10.850 0.000
+ 104 44.360 11.350 0.000
+ 105 0.000 11.360 0.000
+ 106 90.000 7.520 0.000
+ 107 77.000 7.900 0.000
+ 108 64.260 7.900 0.000
+ 109 33.888 10.490 0.000
+ 110 10.000 11.360 0.000
+ 111 44.630 11.460 0.000
+[END OF POINTS]
+
+[CURVES]
+ 110 - Number of curves -
+ 1 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 8 7
+ 2 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 9 8
+ 3 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 10 9
+ 4 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 11 10
+ 5 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 12 11
+ 6 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 13 12
+ 7 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 14 13
+ 8 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 15 14
+ 9 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 16 15
+ 10 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 17 16
+ 11 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 18 17
+ 12 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 19 18
+ 13 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 20 19
+ 14 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 111 20
+ 15 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 21 111
+ 16 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 22 21
+ 17 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 23 22
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+ 24 23
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+ 2 - number of points on curve, next line(s) are pointnumbers
+ 25 24
+ 20 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 26 25
+ 21 - Curve number
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+ 27 26
+ 22 - Curve number
+ 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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+ 26 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 12 31
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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
+ 33 32
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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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+ 31 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 15 35
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+ 2 - number of points on curve, next line(s) are pointnumbers
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+ 33 - Curve number
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+ 35 36
+ 34 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 37 33
+ 35 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
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+ 36 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 39 38
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+ 2 - number of points on curve, next line(s) are pointnumbers
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+ 38 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 40 17
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+ 2 - number of points on curve, next line(s) are pointnumbers
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+ 41 - Curve number
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+ 19 42
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+ 2 - number of points on curve, next line(s) are pointnumbers
+ 43 36
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+ 2 - number of points on curve, next line(s) are pointnumbers
+ 44 43
+ 44 - Curve number
+ 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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+ 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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+ 2 - number of points on curve, next line(s) are pointnumbers
+ 49 48
+ 50 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 50 49
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+ 2 - number of points on curve, next line(s) are pointnumbers
+ 51 50
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+ 2 - number of points on curve, next line(s) are pointnumbers
+ 52 51
+ 53 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 23 52
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+ 2 - number of points on curve, next line(s) are pointnumbers
+ 54 53
+ 55 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 55 54
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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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+ 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
+ 59 58
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+ 2 - number of points on curve, next line(s) are pointnumbers
+ 60 59
+ 61 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 50 60
+ 62 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 61 25
+ 63 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 62 61
+ 64 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 63 62
+ 65 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 64 63
+ 66 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 65 64
+ 67 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 66 65
+ 68 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 67 66
+ 69 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 68 67
+ 70 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 69 68
+ 71 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 70 69
+ 72 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 71 70
+ 73 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 72 71
+ 74 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 27 72
+ 75 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 73 60
+ 76 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 74 73
+ 77 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 75 74
+ 78 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 76 75
+ 79 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 77 76
+ 80 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 78 77
+ 81 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 65 78
+ 82 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 79 70
+ 83 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 81 80
+ 84 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 82 81
+ 85 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 83 82
+ 86 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 84 83
+ 87 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 85 84
+ 88 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 86 85
+ 89 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 87 86
+ 90 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 88 87
+ 91 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 89 88
+ 92 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 90 89
+ 93 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 91 90
+ 94 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 92 91
+ 95 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 94 93
+ 96 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 96 95
+ 97 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 97 96
+ 98 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 98 97
+ 99 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 99 98
+ 100 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 100 99
+ 101 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 101 100
+ 102 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 102 101
+ 103 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 103 102
+ 104 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 104 103
+ 105 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 105 104
+ 106 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 107 106
+ 107 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 108 107
+ 108 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 109 108
+ 109 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 110 109
+ 110 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 105 110
+[END OF CURVES]
+
+[BOUNDARIES]
+ 14 - Number of boundaries -
+ 0 - Boundary number
+ 1 - number of curves on boundary, next line(s) are curvenumbers
+ 95
+ 1 - Boundary number
+ 12 - number of curves on boundary, next line(s) are curvenumbers
+ 94 93 92 91 90 89 88 87 86 85
+ 84 83
+ 2 - Boundary number
+ 20 - number of curves on boundary, next line(s) are curvenumbers
+ 82 71 70 69 68 67 81 80 79 78
+ 77 76 75 60 59 58 57 56 55 54
+ 3 - Boundary number
+ 24 - number of curves on boundary, next line(s) are curvenumbers
+ 23 22 74 73 72 71 70 69 68 67
+ 81 80 79 78 77 76 75 60 59 58
+ 57 56 55 54
+ 4 - Boundary number
+ 28 - number of curves on boundary, next line(s) are curvenumbers
+ 23 22 74 73 72 71 70 69 68 67
+ 66 65 64 63 62 19 18 53 52 51
+ 61 60 59 58 57 56 55 54
+ 5 - Boundary number
+ 17 - number of curves on boundary, next line(s) are curvenumbers
+ 23 22 21 20 19 18 53 52 51 61
+ 60 59 58 57 56 55 54
+ 6 - Boundary number
+ 27 - number of curves on boundary, next line(s) are curvenumbers
+ 23 22 21 20 19 18 53 52 51 50
+ 49 48 47 46 35 34 28 27 7 6
+ 26 25 24 4 3 2 1
+ 7 - Boundary number
+ 27 - number of curves on boundary, next line(s) are curvenumbers
+ 23 22 21 20 19 18 17 16 45 44
+ 43 42 37 36 35 34 28 27 7 6
+ 26 25 24 4 3 2 1
+ 8 - Boundary number
+ 34 - number of curves on boundary, next line(s) are curvenumbers
+ 23 22 21 20 19 18 17 16 15 14
+ 13 41 40 39 38 10 9 31 33 37
+ 36 35 34 28 27 7 6 26 25 24
+ 4 3 2 1
+ 9 - Boundary number
+ 32 - number of curves on boundary, next line(s) are curvenumbers
+ 23 22 21 20 19 18 17 16 15 14
+ 13 12 11 10 9 31 33 37 36 35
+ 34 28 27 7 6 26 25 24 4 3
+ 2 1
+ 10 - Boundary number
+ 30 - number of curves on boundary, next line(s) are curvenumbers
+ 23 22 21 20 19 18 17 16 15 14
+ 13 12 11 10 9 31 33 32 29 28
+ 27 7 6 26 25 24 4 3 2 1
+ 11 - Boundary number
+ 29 - number of curves on boundary, next line(s) are curvenumbers
+ 23 22 21 20 19 18 17 16 15 14
+ 13 12 11 10 9 31 30 29 28 27
+ 7 6 26 25 24 4 3 2 1
+ 12 - Boundary number
+ 25 - number of curves on boundary, next line(s) are curvenumbers
+ 23 22 21 20 19 18 17 16 15 14
+ 13 12 11 10 9 8 7 6 26 25
+ 24 4 3 2 1
+ 13 - Boundary number
+ 23 - number of curves on boundary, next line(s) are curvenumbers
+ 23 22 21 20 19 18 17 16 15 14
+ 13 12 11 10 9 8 7 6 5 4
+ 3 2 1
+[END OF BOUNDARIES]
+
+[USE PROBABILISTIC DEFAULTS BOUNDARIES]
+ 14 - Number of boundaries -
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES]
+
+[STDV BOUNDARIES]
+ 14 - 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
+[END OF STDV BOUNDARIES]
+
+[DISTRIBUTION BOUNDARIES]
+ 14 - Number of boundaries -
+ 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
+ 10 - number of curves on PlLine, next line(s) are curvenumbers
+ 105 104 103 102 101 100 99 98 97 96
+ 2 - PlLine number
+ 5 - number of curves on PlLine, next line(s) are curvenumbers
+ 110 109 108 107 106
+[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]
+ 13 - Number of layers -
+ 1 - Layer number, next line is material of layer
+ wl_zandondergrond
+ 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
+ zandtussenlaag
+ 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
+ klei, huidig
+ 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
+ klei, huidig
+ 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
+ klei, nieuw
+ 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
+ klei, huidig
+ 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
+ zandtussenlaag
+ 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
+ klei, huidig
+ 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
+ weg
+ 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
+ klei, nieuw
+ 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
+ klei, nieuw
+ 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
+ klei, nieuw
+ 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
+ weg
+ 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
+[END OF LAYERS]
+
+[LAYERLOADS]
+ - Layers which are loads -
+
+[END OF LAYERLOADS]
+
+[END OF GEOMETRY DATA]
+[RUN IDENTIFICATION TITLES]
+Dijkverbetering Keent/Grave
+Profiel 324 + 31
+Huidige situatie
+[MODEL]
+ 1 : Bishop
+ 1 : C phi
+ 0 : Probabilistic off
+ 1 : Mean
+ 1 : Geotextiles on
+ 0 : Nails off
+ 1 : Zone plot on
+ 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
+[FORBIDDEN LINES]
+ 1 - Forbidden lines
+ 1
+ 59.20 10.84 - X1 Y1
+ 54.20 10.84 - X2 Y2
+[UNIT WEIGHT WATER]
+ 9.81 : Unit weight water
+[DEGREE OF CONSOLIDATION]
+ 13 Number of layers
+ 13 100
+ 12 100 100
+ 11 100 100 100
+ 10 100 100 100 100
+ 9 100 100 100 100 100
+ 8 100 100 100 100 100 100
+ 7 100 100 100 100 100 100 100
+ 6 100 100 100 100 100 100 100 100
+ 5 100 100 100 100 100 100 100 100 100
+ 4 100 100 100 100 100 100 100 100 100 100
+ 3 100 100 100 100 100 100 100 100 100 100
+ 100
+ 2 100 100 100 100 100 100 100 100 100 100
+ 100 100
+ 1 100 100 100 100 100 100 100 100 100 100
+ 100 100 100
+ 0 capillary water not included
+[degree Temporary loads]
+ 100 100 0 0 0 0 100 0 100 0
+ 0 0 100
+ 0 capillary water not included
+[degree Free water(Cu)]
+ 100 100 100 100 100 100 100 100 100 100
+ 100 100 100
+[degree earth quake]
+ 100 100 100 100 100 100 100 100 100 100
+ 100 100 100
+[CIRCLES]
+ 57.654 62.654 11 X-direction
+ 28.316 33.316 11 Y-direction
+ 8.660 5.660 13 Tangent lines
+ 50.000 0.000 0 no fixed point used
+[SPENCER SLIP DATA]
+ 0 Number of points
+[SPENCER SLIP DATA 2]
+ 0 Number of points
+[SPENCER SLIP INTERVAL]
+ 2 : Slip spencer interval
+[LINE LOADS]
+ 0 = number of items
+[UNIFORM LOADS ]
+ 1 = number of items
+verkeer
+ 13.30 = magnitude
+ 51.47 53.97 = xstart and xend
+ 30.00 = distribution angle
+ 2 = temporary load
+[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
+[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]
+[Slip Circle Selection]
+IsMinXEntryUsed=0
+IsMaxXEntryUsed=0
+XEntryMin=0.00
+XEntryMax=0.00
+[End of Slip Circle Selection]
+[START VALUE SAFETY FACTOR]
+ 1.000 [-]
+[REFERENCE LEVEL SU]
+ 16.000 Excavation gamma above freatic level
+ 18.000 Excavation gamma below freatic level
+ 35 number of points
+ 0.000 6.335 x y
+ 5.156 6.345 x y
+ 7.495 6.393 x y
+ 26.351 6.770 x y
+ 28.930 6.998 x y
+ 33.888 7.440 x y
+ 34.369 7.620 x y
+ 40.285 9.834 x y
+ 42.365 10.613 x y
+ 44.630 11.460 x y
+ 45.000 11.600 x y
+ 48.469 11.871 x y
+ 48.501 11.495 x y
+ 50.008 11.564 x y
+ 53.896 11.360 x y
+ 54.000 11.810 x y
+ 54.950 11.790 x y
+ 57.150 11.430 x y
+ 57.184 11.054 x y
+ 59.020 10.182 x y
+ 61.678 8.920 x y
+ 62.780 8.397 x y
+ 63.058 8.265 x y
+ 64.000 8.261 x y
+ 64.253 8.273 x y
+ 64.260 8.590 x y
+ 64.830 8.560 x y
+ 68.200 8.400 x y
+ 68.239 8.040 x y
+ 69.035 7.958 x y
+ 69.090 8.280 x y
+ 77.000 7.170 x y
+ 81.000 7.180 x y
+ 85.000 7.070 x y
+ 90.000 6.960 x y
+[END OF REFERENCE LEVEL SU]
+
+[LIFT SLIP DATA]
+ 50.000 50.000 1 X-direction Left
+ 0.000 0.000 1 Y-direction Left
+ 50.000 50.000 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)
+[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
+ 13 - 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
+ 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
+[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
+[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]
+ 11.60 = Diketable Height [m]
+ 3.00 = Width top rest profile [m]
+ 45.00 = X co-ordinate indicating start of zone [m]
+ 54.95 = Boundary of M.H.W influence at X [m]
+ 8.59 = Boundary of M.H.W influence at Y [m]
+ 1.08 = Required safety in zone 1a
+ 1.08 = Required safety in zone 1b
+ 1.00 = Required safety in zone 2a
+ 1.00 = Required safety in zone 2b
+ 50.00 = Left side minimum road [m]
+ 50.00 = 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
+[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
+[REQUESTED LIFT SLICES]
+ 50 = number of slices
+[REQUESTED SPENCER SLICES]
+ 50 = number of 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]
+[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]
+
+[RestProfile]
+ 7
+ 45.00000 11.60000
+ 48.00000 11.60000
+ 49.20000 11.00000
+ 59.94421 8.31395
+ 64.17211 6.20000
+ 69.24538 4.93168
+ 90.00000 -0.25697
+[ZONE RESULTS]
+[Column Indication]
+X-Centrepoint
+Y-Centrepoint
+Radius
+Stability factor
+Zone number
+Entry point circle
+Rotated angle in radians
+Rotated safety
+[End of Column Indication]
+[Data]
+ 57.654 28.316 22.656 2.664 1 43.154 1.9E+0288 2.664
+ 57.654 28.316 22.656 2.664 1 43.154 1.9E+0288 2.664
+ 57.654 28.316 22.406 2.502 1 43.424 -4.8E+0144 2.502
+ 57.654 28.316 22.406 2.502 1 43.424 -4.8E+0144 2.502
+ 57.654 28.316 22.156 2.418 1 43.695 3.5E+0208 2.418
+ 57.654 28.316 22.156 2.418 1 43.695 3.5E+0208 2.418
+ 57.654 28.316 21.906 2.341 1 43.967 -3.6E+0188 2.341
+ 57.654 28.316 21.906 2.341 1 43.967 -3.6E+0188 2.341
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+[END OF CALCULATION TIME]
+
+[End of Dump File]
Index: IssueRelatedData/MWDAM-1433/Stabiliteit/Soilmaterials.mdb
===================================================================
diff -u
Binary files differ
Index: IssueRelatedData/MWDAM-1433/Stabiliteit/Geometries/324+31.sts
===================================================================
diff -u
--- IssueRelatedData/MWDAM-1433/Stabiliteit/Geometries/324+31.sts (revision 0)
+++ IssueRelatedData/MWDAM-1433/Stabiliteit/Geometries/324+31.sts (revision 2219)
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Index: IssueRelatedData/MWDAM-1433/Stabiliteit/Geometries/Grave 342 verbetering met taludverflauwing.sto
===================================================================
diff -u
--- IssueRelatedData/MWDAM-1433/Stabiliteit/Geometries/Grave 342 verbetering met taludverflauwing.sto (revision 0)
+++ IssueRelatedData/MWDAM-1433/Stabiliteit/Geometries/Grave 342 verbetering met taludverflauwing.sto (revision 2219)
@@ -0,0 +1,3403 @@
+Program : D-Geo Stability
+Version : 15.1.2.4
+License : Unknown
+Company : Waterschap Aa en Maas
+Date : 27-2-2017
+Time : 14:48:19
+
+Output file : W:\WK\4. Projecten\1. DAM\3. 2015\1. PWK\Stabiliteit\Geometries\Grave 342 verbetering met taludverflauwing.sto
+Input file : W:\WK\4. Projecten\1. DAM\3. 2015\1. PWK\Stabiliteit\Geometries\Grave 342 verbetering met taludverflauwing.sti
+========================== BEGINNING OF DATA ==========================
+
+
+ ECHO OF THE INPUT
+ =================
+
+
+ Problem identification : Dijring 36, Grave
+ : Profiel 342
+
+ Calculation model : Bishop
+ Default shear strength : C phi
+
+ LAYER BOUNDARIES
+ ================
+
+ Boundary no.| Co-ordinates [m]
+ ------------|----------------------------------------------------
+ |
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+ 4 - Y - | 9.22 9.43 8.47 7.61 7.30 7.16
+ |
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+ 4 - Y - | 11.67 11.81 11.73 7.75 7.60 7.72
+ |
+ 4 - X - | 127.80
+ 4 - Y - | 8.07
+ |
+ 3 - X - | 0.00 13.47 27.72 43.27 44.42 55.55
+ 3 - Y - | 9.22 9.43 8.47 7.61 7.30 7.16
+ |
+ 3 - X - | 66.45 69.34 72.48 80.33 82.32 82.42
+ 3 - Y - | 11.67 11.81 11.73 9.06 8.38 8.37
+ |
+ 3 - X - | 86.43 87.80 88.07 88.43 88.66 89.26
+ 3 - Y - | 7.95 7.80 7.79 7.78 7.78 7.75
+ |
+ 3 - X - | 95.41 105.57 127.80
+ 3 - Y - | 7.60 7.72 8.07
+ |
+ 2 - X - | 0.00 13.47 27.72 43.27 44.42 55.55
+ 2 - Y - | 9.22 9.43 8.47 7.61 7.30 7.16
+ |
+ 2 - X - | 66.45 69.34 72.48 80.33 82.32 82.42
+ 2 - Y - | 11.67 11.81 11.73 9.06 8.38 8.37
+ |
+ 2 - X - | 86.43 89.69 127.80
+ 2 - Y - | 7.95 7.00 7.00
+ |
+ 1 - X - | 0.00 40.24 54.71 63.69 75.81 88.22
+ 1 - Y - | 4.80 4.80 0.70 0.00 0.00 2.00
+ |
+ 1 - X - | 97.35 127.80
+ 1 - Y - | 4.00 4.00
+ |
+ 0 - X - | 0.00 127.80
+ 0 - Y - | -5.00 -5.00
+
+
+
+ PL-LINES
+ ========
+
+ Pl-line no. | Co-ordinates [m]
+ ------------|----------------------------------------------------
+ |
+ 1 - X - | 0.00 41.76 50.65 58.41 65.06 67.20
+ 1 - Y - | 11.40 11.40 11.40 11.40 11.34 11.10
+ |
+ 1 - X - | 73.22 89.64 108.38 127.80
+ 1 - Y - | 11.09 7.01 7.00 7.02
+ |
+ 2 - X - | 0.00 39.58 54.91 79.40 89.30 127.80
+ 2 - Y - | 11.40 11.40 11.14 10.22 9.93 9.75
+
+
+
+
+ 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
+ ---------|-----------------------------
+ 4 | Klei nieuw
+ 3 | Zand tussen (1)
+ 2 | Huidige klei
+ 1 | wl_Zand diep
+
+ Layer | Gam usat| Gam sat | Pl-line | Pl-line |
+ number | [kN/m3] | [kN/m3] | top | bottom |
+ ---------|---------|---------|---------|---------|
+ 4 | 18.00 | 16.00 | 1 | 1 |
+ 3 | 18.00 | 20.00 | 1 | 1 |
+ 2 | 18.50 | 19.20 | 1 | 99 |
+ 1 | 19.00 | 21.00 | 2 | - |
+
+ Layer | Cohesion| Phi | Cu/Pc | POP | Cu top | Cu bot. | Cu grad.|
+ number | [kN/m2] |[degrees]| [-] | [kN/m2] | [kN/m2] | [kN/m2] |[kN/m2/m]|
+ ---------|---------|---------|---------|---------|---------|---------|---------|
+ 4 | 2.00 | 19.04 | - | - | - | - | - |
+ 3 | 1.21 | 26.69 | - | - | - | - | - |
+ 2 | 1.28 | 24.08 | - | - | - | - | - |
+ 1 | 0.00 | 30.26 | - | - | - | - | - |
+
+
+
+ No degree of consolidation <> 100% input.
+
+
+
+ CENTER POINT GRID AND TANGENT LINES
+ ===================================
+
+ X co-ordinate grid left : 77.07 [m]
+ X co-ordinate grid right : 82.40 [m]
+ Number of grid points in X - direction : 10
+
+ Y co-ordinate grid bottom : 20.03 [m]
+ Y co-ordinate grid top : 25.11 [m]
+ Number of grid points in Y - direction : 10
+
+ Y co-ordinate tangent smallest circle : 9.00 [m]
+ Y co-ordinate tangent biggest circle : 3.00 [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
+
+
+
+ LINE LOADS
+ ==========
+
+ No line loads input.
+
+
+
+ UNIFORM LOAD
+ ============
+
+ Uniform |Magnitude| X start | X end | Distrib.| Load |
+ load number | [kN/m] | [m] | [m] | degrees | Type |
+ ------------|---------|---------|---------|---------|-----------|
+ 1 | 13.30 | 68.39 | 70.88 | 30.00 | Temporary |
+
+
+
+ TREE ON SLOPE
+ =============
+
+ No tree on slope was input.
+
+
+
+ DEGREE OF CONSOLIDATION : TEMPORARY LOADS
+ =========================================
+
+ Layer number| Degree of consolidation
+ -------------|-------------------------
+ 4 | 0
+ 3 | 100
+ 2 | 0
+ 1 | 100
+
+
+
+ GEOTEXTILES
+ ===========
+
+ No geotextiles 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] | |
+ ---------|---------|---------|---------|
+ 77.07 | 20.03 | 17.03 | 2.28 |
+ ---------|---------|---------|---------|
+ 77.07 | 20.03 | 16.36 | 2.19 |
+ ---------|---------|---------|---------|
+ 77.07 | 20.03 | 15.70 | 2.10 |
+ ---------|---------|---------|---------|
+ 77.07 | 20.03 | 15.03 | 2.01 |
+ ---------|---------|---------|---------|
+ 77.07 | 20.03 | 14.36 | 1.91 |
+ ---------|---------|---------|---------|
+ 77.07 | 20.03 | 13.70 | 1.82 |
+ ---------|---------|---------|---------|
+ 77.07 | 20.03 | 13.03 | 1.72 |
+ ---------|---------|---------|---------|
+ 77.07 | 20.03 | 12.36 | 1.63 |
+ ---------|---------|---------|---------|
+ 77.07 | 20.03 | 11.70 | 1.61 |
+ ---------|---------|---------|---------|
+ 77.07 | 20.03 | 11.03 | 1.74 |
+ ---------|---------|---------|---------|
+ 77.07 | 20.59 | 17.59 | 2.29 |
+ ---------|---------|---------|---------|
+ 77.07 | 20.59 | 16.93 | 2.20 |
+ ---------|---------|---------|---------|
+ 77.07 | 20.59 | 16.26 | 2.12 |
+ ---------|---------|---------|---------|
+ 77.07 | 20.59 | 15.59 | 2.03 |
+ ---------|---------|---------|---------|
+ 77.07 | 20.59 | 14.93 | 1.93 |
+ ---------|---------|---------|---------|
+ 77.07 | 20.59 | 14.26 | 1.83 |
+ ---------|---------|---------|---------|
+ 77.07 | 20.59 | 13.59 | 1.74 |
+ ---------|---------|---------|---------|
+ 77.07 | 20.59 | 12.93 | 1.66 |
+ ---------|---------|---------|---------|
+ 77.07 | 20.59 | 12.26 | 1.61 |
+ ---------|---------|---------|---------|
+ 77.07 | 20.59 | 11.59 | 1.72 |
+ ---------|---------|---------|---------|
+ 77.07 | 21.16 | 18.16 | 2.30 |
+ ---------|---------|---------|---------|
+ 77.07 | 21.16 | 17.49 | 2.22 |
+ ---------|---------|---------|---------|
+ 77.07 | 21.16 | 16.83 | 2.13 |
+ ---------|---------|---------|---------|
+ 77.07 | 21.16 | 16.16 | 2.04 |
+ ---------|---------|---------|---------|
+ 77.07 | 21.16 | 15.49 | 1.95 |
+ ---------|---------|---------|---------|
+ 77.07 | 21.16 | 14.83 | 1.85 |
+ ---------|---------|---------|---------|
+ 77.07 | 21.16 | 14.16 | 1.76 |
+ ---------|---------|---------|---------|
+ 77.07 | 21.16 | 13.49 | 1.67 |
+ ---------|---------|---------|---------|
+ 77.07 | 21.16 | 12.83 | 1.61 |
+ ---------|---------|---------|---------|
+ 77.07 | 21.16 | 12.16 | 1.71 |
+ ---------|---------|---------|---------|
+ 77.07 | 21.72 | 18.72 | 2.31 |
+ ---------|---------|---------|---------|
+ 77.07 | 21.72 | 18.06 | 2.23 |
+ ---------|---------|---------|---------|
+ 77.07 | 21.72 | 17.39 | 2.14 |
+ ---------|---------|---------|---------|
+ 77.07 | 21.72 | 16.72 | 2.06 |
+ ---------|---------|---------|---------|
+ 77.07 | 21.72 | 16.06 | 1.97 |
+ ---------|---------|---------|---------|
+ 77.07 | 21.72 | 15.39 | 1.87 |
+ ---------|---------|---------|---------|
+ 77.07 | 21.72 | 14.72 | 1.79 |
+ ---------|---------|---------|---------|
+ 77.07 | 21.72 | 14.06 | 1.70 |
+ ---------|---------|---------|---------|
+ 77.07 | 21.72 | 13.39 | 1.65 |
+ ---------|---------|---------|---------|
+ 77.07 | 21.72 | 12.72 | 1.70 |
+ ---------|---------|---------|---------|
+ 77.07 | 22.29 | 19.29 | 2.32 |
+ ---------|---------|---------|---------|
+ 77.07 | 22.29 | 18.62 | 2.24 |
+ ---------|---------|---------|---------|
+ 77.07 | 22.29 | 17.95 | 2.16 |
+ ---------|---------|---------|---------|
+ 77.07 | 22.29 | 17.29 | 2.07 |
+ ---------|---------|---------|---------|
+ 77.07 | 22.29 | 16.62 | 1.99 |
+ ---------|---------|---------|---------|
+ 77.07 | 22.29 | 15.95 | 1.90 |
+ ---------|---------|---------|---------|
+ 77.07 | 22.29 | 15.29 | 1.81 |
+ ---------|---------|---------|---------|
+ 77.07 | 22.29 | 14.62 | 1.72 |
+ ---------|---------|---------|---------|
+ 77.07 | 22.29 | 13.95 | 1.65 |
+ ---------|---------|---------|---------|
+ 77.07 | 22.29 | 13.29 | 1.70 |
+ ---------|---------|---------|---------|
+ 77.07 | 22.85 | 19.85 | 2.33 |
+ ---------|---------|---------|---------|
+ 77.07 | 22.85 | 19.18 | 2.25 |
+ ---------|---------|---------|---------|
+ 77.07 | 22.85 | 18.52 | 2.17 |
+ ---------|---------|---------|---------|
+ 77.07 | 22.85 | 17.85 | 2.09 |
+ ---------|---------|---------|---------|
+ 77.07 | 22.85 | 17.18 | 2.01 |
+ ---------|---------|---------|---------|
+ 77.07 | 22.85 | 16.52 | 1.92 |
+ ---------|---------|---------|---------|
+ 77.07 | 22.85 | 15.85 | 1.83 |
+ ---------|---------|---------|---------|
+ 77.07 | 22.85 | 15.18 | 1.75 |
+ ---------|---------|---------|---------|
+ 77.07 | 22.85 | 14.52 | 1.68 |
+ ---------|---------|---------|---------|
+ 77.07 | 22.85 | 13.85 | 1.69 |
+ ---------|---------|---------|---------|
+ 77.07 | 23.41 | 20.41 | 2.35 |
+ ---------|---------|---------|---------|
+ 77.07 | 23.41 | 19.75 | 2.26 |
+ ---------|---------|---------|---------|
+ 77.07 | 23.41 | 19.08 | 2.19 |
+ ---------|---------|---------|---------|
+ 77.07 | 23.41 | 18.41 | 2.11 |
+ ---------|---------|---------|---------|
+ 77.07 | 23.41 | 17.75 | 2.02 |
+ ---------|---------|---------|---------|
+ 77.07 | 23.41 | 17.08 | 1.94 |
+ ---------|---------|---------|---------|
+ 77.07 | 23.41 | 16.41 | 1.85 |
+ ---------|---------|---------|---------|
+ 77.07 | 23.41 | 15.75 | 1.77 |
+ ---------|---------|---------|---------|
+ 77.07 | 23.41 | 15.08 | 1.71 |
+ ---------|---------|---------|---------|
+ 77.07 | 23.41 | 14.41 | 1.70 |
+ ---------|---------|---------|---------|
+ 77.07 | 23.98 | 20.98 | 2.36 |
+ ---------|---------|---------|---------|
+ 77.07 | 23.98 | 20.31 | 2.28 |
+ ---------|---------|---------|---------|
+ 77.07 | 23.98 | 19.65 | 2.20 |
+ ---------|---------|---------|---------|
+ 77.07 | 23.98 | 18.98 | 2.12 |
+ ---------|---------|---------|---------|
+ 77.07 | 23.98 | 18.31 | 2.04 |
+ ---------|---------|---------|---------|
+ 77.07 | 23.98 | 17.65 | 1.96 |
+ ---------|---------|---------|---------|
+ 77.07 | 23.98 | 16.98 | 1.88 |
+ ---------|---------|---------|---------|
+ 77.07 | 23.98 | 16.31 | 1.80 |
+ ---------|---------|---------|---------|
+ 77.07 | 23.98 | 15.65 | 1.72 |
+ ---------|---------|---------|---------|
+ 77.07 | 23.98 | 14.98 | 1.70 |
+ ---------|---------|---------|---------|
+ 77.07 | 24.54 | 21.54 | 2.38 |
+ ---------|---------|---------|---------|
+ 77.07 | 24.54 | 20.88 | 2.29 |
+ ---------|---------|---------|---------|
+ 77.07 | 24.54 | 20.21 | 2.22 |
+ ---------|---------|---------|---------|
+ 77.07 | 24.54 | 19.54 | 2.14 |
+ ---------|---------|---------|---------|
+ 77.07 | 24.54 | 18.88 | 2.06 |
+ ---------|---------|---------|---------|
+ 77.07 | 24.54 | 18.21 | 1.98 |
+ ---------|---------|---------|---------|
+ 77.07 | 24.54 | 17.54 | 1.90 |
+ ---------|---------|---------|---------|
+ 77.07 | 24.54 | 16.88 | 1.82 |
+ ---------|---------|---------|---------|
+ 77.07 | 24.54 | 16.21 | 1.75 |
+ ---------|---------|---------|---------|
+ 77.07 | 24.54 | 15.54 | 1.73 |
+ ---------|---------|---------|---------|
+ 77.07 | 25.11 | 22.11 | 2.39 |
+ ---------|---------|---------|---------|
+ 77.07 | 25.11 | 21.44 | 2.30 |
+ ---------|---------|---------|---------|
+ 77.07 | 25.11 | 20.77 | 2.23 |
+ ---------|---------|---------|---------|
+ 77.07 | 25.11 | 20.11 | 2.16 |
+ ---------|---------|---------|---------|
+ 77.07 | 25.11 | 19.44 | 2.08 |
+ ---------|---------|---------|---------|
+ 77.07 | 25.11 | 18.77 | 2.00 |
+ ---------|---------|---------|---------|
+ 77.07 | 25.11 | 18.11 | 1.92 |
+ ---------|---------|---------|---------|
+ 77.07 | 25.11 | 17.44 | 1.85 |
+ ---------|---------|---------|---------|
+ 77.07 | 25.11 | 16.77 | 1.78 |
+ ---------|---------|---------|---------|
+ 77.07 | 25.11 | 16.11 | 1.74 |
+ ---------|---------|---------|---------|
+ 77.66 | 20.03 | 17.03 | 2.13 |
+ ---------|---------|---------|---------|
+ 77.66 | 20.03 | 16.36 | 2.05 |
+ ---------|---------|---------|---------|
+ 77.66 | 20.03 | 15.70 | 1.97 |
+ ---------|---------|---------|---------|
+ 77.66 | 20.03 | 15.03 | 1.88 |
+ ---------|---------|---------|---------|
+ 77.66 | 20.03 | 14.36 | 1.79 |
+ ---------|---------|---------|---------|
+ 77.66 | 20.03 | 13.70 | 1.70 |
+ ---------|---------|---------|---------|
+ 77.66 | 20.03 | 13.03 | 1.61 |
+ ---------|---------|---------|---------|
+ 77.66 | 20.03 | 12.36 | 1.55 |
+ ---------|---------|---------|---------|
+ 77.66 | 20.03 | 11.70 | 1.61 |
+ ---------|---------|---------|---------|
+ 77.66 | 20.03 | 11.03 | 1.82 |
+ ---------|---------|---------|---------|
+ 77.66 | 20.59 | 17.59 | 2.14 |
+ ---------|---------|---------|---------|
+ 77.66 | 20.59 | 16.93 | 2.06 |
+ ---------|---------|---------|---------|
+ 77.66 | 20.59 | 16.26 | 1.98 |
+ ---------|---------|---------|---------|
+ 77.66 | 20.59 | 15.59 | 1.89 |
+ ---------|---------|---------|---------|
+ 77.66 | 20.59 | 14.93 | 1.81 |
+ ---------|---------|---------|---------|
+ 77.66 | 20.59 | 14.26 | 1.72 |
+ ---------|---------|---------|---------|
+ 77.66 | 20.59 | 13.59 | 1.63 |
+ ---------|---------|---------|---------|
+ 77.66 | 20.59 | 12.93 | 1.57 |
+ ---------|---------|---------|---------|
+ 77.66 | 20.59 | 12.26 | 1.59 |
+ ---------|---------|---------|---------|
+ 77.66 | 20.59 | 11.59 | 1.78 |
+ ---------|---------|---------|---------|
+ 77.66 | 21.16 | 18.16 | 2.15 |
+ ---------|---------|---------|---------|
+ 77.66 | 21.16 | 17.49 | 2.07 |
+ ---------|---------|---------|---------|
+ 77.66 | 21.16 | 16.83 | 1.99 |
+ ---------|---------|---------|---------|
+ 77.66 | 21.16 | 16.16 | 1.91 |
+ ---------|---------|---------|---------|
+ 77.66 | 21.16 | 15.49 | 1.82 |
+ ---------|---------|---------|---------|
+ 77.66 | 21.16 | 14.83 | 1.74 |
+ ---------|---------|---------|---------|
+ 77.66 | 21.16 | 14.16 | 1.65 |
+ ---------|---------|---------|---------|
+ 77.66 | 21.16 | 13.49 | 1.58 |
+ ---------|---------|---------|---------|
+ 77.66 | 21.16 | 12.83 | 1.59 |
+ ---------|---------|---------|---------|
+ 77.66 | 21.16 | 12.16 | 1.75 |
+ ---------|---------|---------|---------|
+ 77.66 | 21.72 | 18.72 | 2.16 |
+ ---------|---------|---------|---------|
+ 77.66 | 21.72 | 18.06 | 2.08 |
+ ---------|---------|---------|---------|
+ 77.66 | 21.72 | 17.39 | 2.00 |
+ ---------|---------|---------|---------|
+ 77.66 | 21.72 | 16.72 | 1.92 |
+ ---------|---------|---------|---------|
+ 77.66 | 21.72 | 16.06 | 1.84 |
+ ---------|---------|---------|---------|
+ 77.66 | 21.72 | 15.39 | 1.75 |
+ ---------|---------|---------|---------|
+ 77.66 | 21.72 | 14.72 | 1.67 |
+ ---------|---------|---------|---------|
+ 77.66 | 21.72 | 14.06 | 1.60 |
+ ---------|---------|---------|---------|
+ 77.66 | 21.72 | 13.39 | 1.58 |
+ ---------|---------|---------|---------|
+ 77.66 | 21.72 | 12.72 | 1.73 |
+ ---------|---------|---------|---------|
+ 77.66 | 22.29 | 19.29 | 2.17 |
+ ---------|---------|---------|---------|
+ 77.66 | 22.29 | 18.62 | 2.09 |
+ ---------|---------|---------|---------|
+ 77.66 | 22.29 | 17.95 | 2.02 |
+ ---------|---------|---------|---------|
+ 77.66 | 22.29 | 17.29 | 1.94 |
+ ---------|---------|---------|---------|
+ 77.66 | 22.29 | 16.62 | 1.86 |
+ ---------|---------|---------|---------|
+ 77.66 | 22.29 | 15.95 | 1.77 |
+ ---------|---------|---------|---------|
+ 77.66 | 22.29 | 15.29 | 1.69 |
+ ---------|---------|---------|---------|
+ 77.66 | 22.29 | 14.62 | 1.61 |
+ ---------|---------|---------|---------|
+ 77.66 | 22.29 | 13.95 | 1.58 |
+ ---------|---------|---------|---------|
+ 77.66 | 22.29 | 13.29 | 1.72 |
+ ---------|---------|---------|---------|
+ 77.66 | 22.85 | 19.85 | 2.19 |
+ ---------|---------|---------|---------|
+ 77.66 | 22.85 | 19.18 | 2.10 |
+ ---------|---------|---------|---------|
+ 77.66 | 22.85 | 18.52 | 2.03 |
+ ---------|---------|---------|---------|
+ 77.66 | 22.85 | 17.85 | 1.95 |
+ ---------|---------|---------|---------|
+ 77.66 | 22.85 | 17.18 | 1.88 |
+ ---------|---------|---------|---------|
+ 77.66 | 22.85 | 16.52 | 1.79 |
+ ---------|---------|---------|---------|
+ 77.66 | 22.85 | 15.85 | 1.71 |
+ ---------|---------|---------|---------|
+ 77.66 | 22.85 | 15.18 | 1.63 |
+ ---------|---------|---------|---------|
+ 77.66 | 22.85 | 14.52 | 1.60 |
+ ---------|---------|---------|---------|
+ 77.66 | 22.85 | 13.85 | 1.70 |
+ ---------|---------|---------|---------|
+ 77.66 | 23.41 | 20.41 | 2.20 |
+ ---------|---------|---------|---------|
+ 77.66 | 23.41 | 19.75 | 2.12 |
+ ---------|---------|---------|---------|
+ 77.66 | 23.41 | 19.08 | 2.04 |
+ ---------|---------|---------|---------|
+ 77.66 | 23.41 | 18.41 | 1.97 |
+ ---------|---------|---------|---------|
+ 77.66 | 23.41 | 17.75 | 1.89 |
+ ---------|---------|---------|---------|
+ 77.66 | 23.41 | 17.08 | 1.81 |
+ ---------|---------|---------|---------|
+ 77.66 | 23.41 | 16.41 | 1.73 |
+ ---------|---------|---------|---------|
+ 77.66 | 23.41 | 15.75 | 1.66 |
+ ---------|---------|---------|---------|
+ 77.66 | 23.41 | 15.08 | 1.62 |
+ ---------|---------|---------|---------|
+ 77.66 | 23.41 | 14.41 | 1.70 |
+ ---------|---------|---------|---------|
+ 77.66 | 23.98 | 20.98 | 2.22 |
+ ---------|---------|---------|---------|
+ 77.66 | 23.98 | 20.31 | 2.13 |
+ ---------|---------|---------|---------|
+ 77.66 | 23.98 | 19.65 | 2.06 |
+ ---------|---------|---------|---------|
+ 77.66 | 23.98 | 18.98 | 1.99 |
+ ---------|---------|---------|---------|
+ 77.66 | 23.98 | 18.31 | 1.91 |
+ ---------|---------|---------|---------|
+ 77.66 | 23.98 | 17.65 | 1.83 |
+ ---------|---------|---------|---------|
+ 77.66 | 23.98 | 16.98 | 1.76 |
+ ---------|---------|---------|---------|
+ 77.66 | 23.98 | 16.31 | 1.68 |
+ ---------|---------|---------|---------|
+ 77.66 | 23.98 | 15.65 | 1.63 |
+ ---------|---------|---------|---------|
+ 77.66 | 23.98 | 14.98 | 1.69 |
+ ---------|---------|---------|---------|
+ 77.66 | 24.54 | 21.54 | 2.23 |
+ ---------|---------|---------|---------|
+ 77.66 | 24.54 | 20.88 | 2.15 |
+ ---------|---------|---------|---------|
+ 77.66 | 24.54 | 20.21 | 2.07 |
+ ---------|---------|---------|---------|
+ 77.66 | 24.54 | 19.54 | 2.00 |
+ ---------|---------|---------|---------|
+ 77.66 | 24.54 | 18.88 | 1.93 |
+ ---------|---------|---------|---------|
+ 77.66 | 24.54 | 18.21 | 1.85 |
+ ---------|---------|---------|---------|
+ 77.66 | 24.54 | 17.54 | 1.78 |
+ ---------|---------|---------|---------|
+ 77.66 | 24.54 | 16.88 | 1.71 |
+ ---------|---------|---------|---------|
+ 77.66 | 24.54 | 16.21 | 1.65 |
+ ---------|---------|---------|---------|
+ 77.66 | 24.54 | 15.54 | 1.69 |
+ ---------|---------|---------|---------|
+ 77.66 | 25.11 | 22.11 | 2.25 |
+ ---------|---------|---------|---------|
+ 77.66 | 25.11 | 21.44 | 2.16 |
+ ---------|---------|---------|---------|
+ 77.66 | 25.11 | 20.77 | 2.09 |
+ ---------|---------|---------|---------|
+ 77.66 | 25.11 | 20.11 | 2.02 |
+ ---------|---------|---------|---------|
+ 77.66 | 25.11 | 19.44 | 1.95 |
+ ---------|---------|---------|---------|
+ 77.66 | 25.11 | 18.77 | 1.87 |
+ ---------|---------|---------|---------|
+ 77.66 | 25.11 | 18.11 | 1.80 |
+ ---------|---------|---------|---------|
+ 77.66 | 25.11 | 17.44 | 1.73 |
+ ---------|---------|---------|---------|
+ 77.66 | 25.11 | 16.77 | 1.68 |
+ ---------|---------|---------|---------|
+ 77.66 | 25.11 | 16.11 | 1.69 |
+ ---------|---------|---------|---------|
+ 78.25 | 20.03 | 17.03 | 2.00 |
+ ---------|---------|---------|---------|
+ 78.25 | 20.03 | 16.36 | 1.92 |
+ ---------|---------|---------|---------|
+ 78.25 | 20.03 | 15.70 | 1.85 |
+ ---------|---------|---------|---------|
+ 78.25 | 20.03 | 15.03 | 1.77 |
+ ---------|---------|---------|---------|
+ 78.25 | 20.03 | 14.36 | 1.69 |
+ ---------|---------|---------|---------|
+ 78.25 | 20.03 | 13.70 | 1.60 |
+ ---------|---------|---------|---------|
+ 78.25 | 20.03 | 13.03 | 1.54 |
+ ---------|---------|---------|---------|
+ 78.25 | 20.03 | 12.36 | 1.53 |
+ ---------|---------|---------|---------|
+ 78.25 | 20.03 | 11.70 | 1.63 |
+ ---------|---------|---------|---------|
+ 78.25 | 20.03 | 11.03 | 1.84 |
+ ---------|---------|---------|---------|
+ 78.25 | 20.59 | 17.59 | 2.01 |
+ ---------|---------|---------|---------|
+ 78.25 | 20.59 | 16.93 | 1.93 |
+ ---------|---------|---------|---------|
+ 78.25 | 20.59 | 16.26 | 1.86 |
+ ---------|---------|---------|---------|
+ 78.25 | 20.59 | 15.59 | 1.78 |
+ ---------|---------|---------|---------|
+ 78.25 | 20.59 | 14.93 | 1.70 |
+ ---------|---------|---------|---------|
+ 78.25 | 20.59 | 14.26 | 1.62 |
+ ---------|---------|---------|---------|
+ 78.25 | 20.59 | 13.59 | 1.56 |
+ ---------|---------|---------|---------|
+ 78.25 | 20.59 | 12.93 | 1.52 |
+ ---------|---------|---------|---------|
+ 78.25 | 20.59 | 12.26 | 1.61 |
+ ---------|---------|---------|---------|
+ 78.25 | 20.59 | 11.59 | 1.84 |
+ ---------|---------|---------|---------|
+ 78.25 | 21.16 | 18.16 | 2.02 |
+ ---------|---------|---------|---------|
+ 78.25 | 21.16 | 17.49 | 1.94 |
+ ---------|---------|---------|---------|
+ 78.25 | 21.16 | 16.83 | 1.87 |
+ ---------|---------|---------|---------|
+ 78.25 | 21.16 | 16.16 | 1.79 |
+ ---------|---------|---------|---------|
+ 78.25 | 21.16 | 15.49 | 1.71 |
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+ ---------|---------|---------|---------|
+ 81.22 | 23.41 | 15.08 | 1.64 |
+ ---------|---------|---------|---------|
+ 81.22 | 23.41 | 14.41 | 2.03 |
+ ---------|---------|---------|---------|
+ 81.22 | 23.98 | 20.98 | 1.68 |
+ ---------|---------|---------|---------|
+ 81.22 | 23.98 | 20.31 | 1.61 |
+ ---------|---------|---------|---------|
+ 81.22 | 23.98 | 19.65 | 1.53 |
+ ---------|---------|---------|---------|
+ 81.22 | 23.98 | 18.98 | 1.46 |
+ ---------|---------|---------|---------|
+ 81.22 | 23.98 | 18.31 | 1.40 |
+ ---------|---------|---------|---------|
+ 81.22 | 23.98 | 17.65 | 1.38 |
+ ---------|---------|---------|---------|
+ 81.22 | 23.98 | 16.98 | 1.42 |
+ ---------|---------|---------|---------|
+ 81.22 | 23.98 | 16.31 | 1.53 |
+ ---------|---------|---------|---------|
+ 81.22 | 23.98 | 15.65 | 1.64 |
+ ---------|---------|---------|---------|
+ 81.22 | 23.98 | 14.98 | 2.00 |
+ ---------|---------|---------|---------|
+ 81.22 | 24.54 | 21.54 | 1.70 |
+ ---------|---------|---------|---------|
+ 81.22 | 24.54 | 20.88 | 1.62 |
+ ---------|---------|---------|---------|
+ 81.22 | 24.54 | 20.21 | 1.55 |
+ ---------|---------|---------|---------|
+ 81.22 | 24.54 | 19.54 | 1.48 |
+ ---------|---------|---------|---------|
+ 81.22 | 24.54 | 18.88 | 1.41 |
+ ---------|---------|---------|---------|
+ 81.22 | 24.54 | 18.21 | 1.39 |
+ ---------|---------|---------|---------|
+ 81.22 | 24.54 | 17.54 | 1.41 |
+ ---------|---------|---------|---------|
+ 81.22 | 24.54 | 16.88 | 1.51 |
+ ---------|---------|---------|---------|
+ 81.22 | 24.54 | 16.21 | 1.65 |
+ ---------|---------|---------|---------|
+ 81.22 | 24.54 | 15.54 | 1.98 |
+ ---------|---------|---------|---------|
+ 81.22 | 25.11 | 22.11 | 1.71 |
+ ---------|---------|---------|---------|
+ 81.22 | 25.11 | 21.44 | 1.64 |
+ ---------|---------|---------|---------|
+ 81.22 | 25.11 | 20.77 | 1.56 |
+ ---------|---------|---------|---------|
+ 81.22 | 25.11 | 20.11 | 1.49 |
+ ---------|---------|---------|---------|
+ 81.22 | 25.11 | 19.44 | 1.43 |
+ ---------|---------|---------|---------|
+ 81.22 | 25.11 | 18.77 | 1.40 |
+ ---------|---------|---------|---------|
+ 81.22 | 25.11 | 18.11 | 1.41 |
+ ---------|---------|---------|---------|
+ 81.22 | 25.11 | 17.44 | 1.50 |
+ ---------|---------|---------|---------|
+ 81.22 | 25.11 | 16.77 | 1.65 |
+ ---------|---------|---------|---------|
+ 81.22 | 25.11 | 16.11 | 1.96 |
+ ---------|---------|---------|---------|
+ 81.81 | 20.03 | 17.03 | 1.55 |
+ ---------|---------|---------|---------|
+ 81.81 | 20.03 | 16.36 | 1.48 |
+ ---------|---------|---------|---------|
+ 81.81 | 20.03 | 15.70 | 1.42 |
+ ---------|---------|---------|---------|
+ 81.81 | 20.03 | 15.03 | 1.40 |
+ ---------|---------|---------|---------|
+ 81.81 | 20.03 | 14.36 | 1.41 |
+ ---------|---------|---------|---------|
+ 81.81 | 20.03 | 13.70 | 1.46 |
+ ---------|---------|---------|---------|
+ 81.81 | 20.03 | 13.03 | 1.48 |
+ ---------|---------|---------|---------|
+ 81.81 | 20.03 | 12.36 | 1.56 |
+ ---------|---------|---------|---------|
+ 81.81 | 20.03 | 11.70 | 1.76 |
+ ---------|---------|---------|---------|
+ 81.81 | 20.03 | 11.03 | 2.38 |
+ ---------|---------|---------|---------|
+ 81.81 | 20.59 | 17.59 | 1.56 |
+ ---------|---------|---------|---------|
+ 81.81 | 20.59 | 16.93 | 1.49 |
+ ---------|---------|---------|---------|
+ 81.81 | 20.59 | 16.26 | 1.43 |
+ ---------|---------|---------|---------|
+ 81.81 | 20.59 | 15.59 | 1.39 |
+ ---------|---------|---------|---------|
+ 81.81 | 20.59 | 14.93 | 1.40 |
+ ---------|---------|---------|---------|
+ 81.81 | 20.59 | 14.26 | 1.45 |
+ ---------|---------|---------|---------|
+ 81.81 | 20.59 | 13.59 | 1.48 |
+ ---------|---------|---------|---------|
+ 81.81 | 20.59 | 12.93 | 1.55 |
+ ---------|---------|---------|---------|
+ 81.81 | 20.59 | 12.26 | 1.74 |
+ ---------|---------|---------|---------|
+ 81.81 | 20.59 | 11.59 | 2.34 |
+ ---------|---------|---------|---------|
+ 81.81 | 21.16 | 18.16 | 1.57 |
+ ---------|---------|---------|---------|
+ 81.81 | 21.16 | 17.49 | 1.50 |
+ ---------|---------|---------|---------|
+ 81.81 | 21.16 | 16.83 | 1.43 |
+ ---------|---------|---------|---------|
+ 81.81 | 21.16 | 16.16 | 1.39 |
+ ---------|---------|---------|---------|
+ 81.81 | 21.16 | 15.49 | 1.38 |
+ ---------|---------|---------|---------|
+ 81.81 | 21.16 | 14.83 | 1.43 |
+ ---------|---------|---------|---------|
+ 81.81 | 21.16 | 14.16 | 1.47 |
+ ---------|---------|---------|---------|
+ 81.81 | 21.16 | 13.49 | 1.54 |
+ ---------|---------|---------|---------|
+ 81.81 | 21.16 | 12.83 | 1.73 |
+ ---------|---------|---------|---------|
+ 81.81 | 21.16 | 12.16 | 2.31 |
+ ---------|---------|---------|---------|
+ 81.81 | 21.72 | 18.72 | 1.58 |
+ ---------|---------|---------|---------|
+ 81.81 | 21.72 | 18.06 | 1.51 |
+ ---------|---------|---------|---------|
+ 81.81 | 21.72 | 17.39 | 1.44 |
+ ---------|---------|---------|---------|
+ 81.81 | 21.72 | 16.72 | 1.38 |
+ ---------|---------|---------|---------|
+ 81.81 | 21.72 | 16.06 | 1.37 |
+ ---------|---------|---------|---------|
+ 81.81 | 21.72 | 15.39 | 1.41 |
+ ---------|---------|---------|---------|
+ 81.81 | 21.72 | 14.72 | 1.47 |
+ ---------|---------|---------|---------|
+ 81.81 | 21.72 | 14.06 | 1.53 |
+ ---------|---------|---------|---------|
+ 81.81 | 21.72 | 13.39 | 1.71 |
+ ---------|---------|---------|---------|
+ 81.81 | 21.72 | 12.72 | 2.28 |
+ ---------|---------|---------|---------|
+ 81.81 | 22.29 | 19.29 | 1.59 |
+ ---------|---------|---------|---------|
+ 81.81 | 22.29 | 18.62 | 1.52 |
+ ---------|---------|---------|---------|
+ 81.81 | 22.29 | 17.95 | 1.45 |
+ ---------|---------|---------|---------|
+ 81.81 | 22.29 | 17.29 | 1.39 |
+ ---------|---------|---------|---------|
+ 81.81 | 22.29 | 16.62 | 1.36 |
+ ---------|---------|---------|---------|
+ 81.81 | 22.29 | 15.95 | 1.40 |
+ ---------|---------|---------|---------|
+ 81.81 | 22.29 | 15.29 | 1.47 |
+ ---------|---------|---------|---------|
+ 81.81 | 22.29 | 14.62 | 1.53 |
+ ---------|---------|---------|---------|
+ 81.81 | 22.29 | 13.95 | 1.70 |
+ ---------|---------|---------|---------|
+ 81.81 | 22.29 | 13.29 | 2.25 |
+ ---------|---------|---------|---------|
+ 81.81 | 22.85 | 19.85 | 1.60 |
+ ---------|---------|---------|---------|
+ 81.81 | 22.85 | 19.18 | 1.53 |
+ ---------|---------|---------|---------|
+ 81.81 | 22.85 | 18.52 | 1.46 |
+ ---------|---------|---------|---------|
+ 81.81 | 22.85 | 17.85 | 1.39 |
+ ---------|---------|---------|---------|
+ 81.81 | 22.85 | 17.18 | 1.36 |
+ ---------|---------|---------|---------|
+ 81.81 | 22.85 | 16.52 | 1.38 |
+ ---------|---------|---------|---------|
+ 81.81 | 22.85 | 15.85 | 1.47 |
+ ---------|---------|---------|---------|
+ 81.81 | 22.85 | 15.18 | 1.53 |
+ ---------|---------|---------|---------|
+ 81.81 | 22.85 | 14.52 | 1.69 |
+ ---------|---------|---------|---------|
+ 81.81 | 22.85 | 13.85 | 2.22 |
+ ---------|---------|---------|---------|
+ 81.81 | 23.41 | 20.41 | 1.62 |
+ ---------|---------|---------|---------|
+ 81.81 | 23.41 | 19.75 | 1.54 |
+ ---------|---------|---------|---------|
+ 81.81 | 23.41 | 19.08 | 1.47 |
+ ---------|---------|---------|---------|
+ 81.81 | 23.41 | 18.41 | 1.41 |
+ ---------|---------|---------|---------|
+ 81.81 | 23.41 | 17.75 | 1.35 |
+ ---------|---------|---------|---------|
+ 81.81 | 23.41 | 17.08 | 1.37 |
+ ---------|---------|---------|---------|
+ 81.81 | 23.41 | 16.41 | 1.45 |
+ ---------|---------|---------|---------|
+ 81.81 | 23.41 | 15.75 | 1.53 |
+ ---------|---------|---------|---------|
+ 81.81 | 23.41 | 15.08 | 1.68 |
+ ---------|---------|---------|---------|
+ 81.81 | 23.41 | 14.41 | 2.19 |
+ ---------|---------|---------|---------|
+ 81.81 | 23.98 | 20.98 | 1.63 |
+ ---------|---------|---------|---------|
+ 81.81 | 23.98 | 20.31 | 1.55 |
+ ---------|---------|---------|---------|
+ 81.81 | 23.98 | 19.65 | 1.49 |
+ ---------|---------|---------|---------|
+ 81.81 | 23.98 | 18.98 | 1.42 |
+ ---------|---------|---------|---------|
+ 81.81 | 23.98 | 18.31 | 1.37 |
+ ---------|---------|---------|---------|
+ 81.81 | 23.98 | 17.65 | 1.37 |
+ ---------|---------|---------|---------|
+ 81.81 | 23.98 | 16.98 | 1.43 |
+ ---------|---------|---------|---------|
+ 81.81 | 23.98 | 16.31 | 1.53 |
+ ---------|---------|---------|---------|
+ 81.81 | 23.98 | 15.65 | 1.67 |
+ ---------|---------|---------|---------|
+ 81.81 | 23.98 | 14.98 | 2.16 |
+ ---------|---------|---------|---------|
+ 81.81 | 24.54 | 21.54 | 1.64 |
+ ---------|---------|---------|---------|
+ 81.81 | 24.54 | 20.88 | 1.57 |
+ ---------|---------|---------|---------|
+ 81.81 | 24.54 | 20.21 | 1.50 |
+ ---------|---------|---------|---------|
+ 81.81 | 24.54 | 19.54 | 1.43 |
+ ---------|---------|---------|---------|
+ 81.81 | 24.54 | 18.88 | 1.38 |
+ ---------|---------|---------|---------|
+ 81.81 | 24.54 | 18.21 | 1.36 |
+ ---------|---------|---------|---------|
+ 81.81 | 24.54 | 17.54 | 1.42 |
+ ---------|---------|---------|---------|
+ 81.81 | 24.54 | 16.88 | 1.52 |
+ ---------|---------|---------|---------|
+ 81.81 | 24.54 | 16.21 | 1.66 |
+ ---------|---------|---------|---------|
+ 81.81 | 24.54 | 15.54 | 2.14 |
+ ---------|---------|---------|---------|
+ 81.81 | 25.11 | 22.11 | 1.66 |
+ ---------|---------|---------|---------|
+ 81.81 | 25.11 | 21.44 | 1.58 |
+ ---------|---------|---------|---------|
+ 81.81 | 25.11 | 20.77 | 1.51 |
+ ---------|---------|---------|---------|
+ 81.81 | 25.11 | 20.11 | 1.44 |
+ ---------|---------|---------|---------|
+ 81.81 | 25.11 | 19.44 | 1.38 |
+ ---------|---------|---------|---------|
+ 81.81 | 25.11 | 18.77 | 1.36 |
+ ---------|---------|---------|---------|
+ 81.81 | 25.11 | 18.11 | 1.41 |
+ ---------|---------|---------|---------|
+ 81.81 | 25.11 | 17.44 | 1.52 |
+ ---------|---------|---------|---------|
+ 81.81 | 25.11 | 16.77 | 1.66 |
+ ---------|---------|---------|---------|
+ 81.81 | 25.11 | 16.11 | 2.11 |
+ 82.40 | 20.03 | 17.03 | 1.51 |
+ 82.40 | 20.03 | 16.36 | 1.45 |
+ 82.40 | 20.03 | 15.70 | 1.42 |
+ 82.40 | 20.03 | 15.03 | 1.41 |
+ 82.40 | 20.03 | 14.36 | 1.43 |
+ 82.40 | 20.03 | 13.70 | 1.43 |
+ 82.40 | 20.03 | 13.03 | 1.48 |
+ 82.40 | 20.03 | 12.36 | 1.59 |
+ 82.40 | 20.03 | 11.70 | 1.84 |
+ 82.40 | 20.03 | 11.03 | 2.61 |
+ 82.40 | 20.59 | 17.59 | 1.52 |
+ 82.40 | 20.59 | 16.93 | 1.45 |
+ 82.40 | 20.59 | 16.26 | 1.41 |
+ 82.40 | 20.59 | 15.59 | 1.39 |
+ 82.40 | 20.59 | 14.93 | 1.41 |
+ 82.40 | 20.59 | 14.26 | 1.43 |
+ 82.40 | 20.59 | 13.59 | 1.47 |
+ 82.40 | 20.59 | 12.93 | 1.57 |
+ 82.40 | 20.59 | 12.26 | 1.82 |
+ 82.40 | 20.59 | 11.59 | 2.58 |
+ 82.40 | 21.16 | 18.16 | 1.53 |
+ 82.40 | 21.16 | 17.49 | 1.46 |
+ 82.40 | 21.16 | 16.83 | 1.40 |
+ 82.40 | 21.16 | 16.16 | 1.38 |
+ 82.40 | 21.16 | 15.49 | 1.39 |
+ 82.40 | 21.16 | 14.83 | 1.43 |
+ 82.40 | 21.16 | 14.16 | 1.46 |
+ 82.40 | 21.16 | 13.49 | 1.56 |
+ 82.40 | 21.16 | 12.83 | 1.80 |
+ 82.40 | 21.16 | 12.16 | 2.56 |
+ 82.40 | 21.72 | 18.72 | 1.54 |
+ 82.40 | 21.72 | 18.06 | 1.47 |
+ 82.40 | 21.72 | 17.39 | 1.41 |
+ 82.40 | 21.72 | 16.72 | 1.38 |
+ 82.40 | 21.72 | 16.06 | 1.37 |
+ 82.40 | 21.72 | 15.39 | 1.43 |
+ 82.40 | 21.72 | 14.72 | 1.46 |
+ 82.40 | 21.72 | 14.06 | 1.55 |
+ 82.40 | 21.72 | 13.39 | 1.79 |
+ 82.40 | 21.72 | 12.72 | 2.52 |
+ 82.40 | 22.29 | 19.29 | 1.55 |
+ 82.40 | 22.29 | 18.62 | 1.48 |
+ 82.40 | 22.29 | 17.95 | 1.41 |
+ 82.40 | 22.29 | 17.29 | 1.37 |
+ 82.40 | 22.29 | 16.62 | 1.36 |
+ 82.40 | 22.29 | 15.95 | 1.41 |
+ 82.40 | 22.29 | 15.29 | 1.46 |
+ 82.40 | 22.29 | 14.62 | 1.54 |
+ 82.40 | 22.29 | 13.95 | 1.77 |
+ 82.40 | 22.29 | 13.29 | 2.49 |
+ 82.40 | 22.85 | 19.85 | 1.56 |
+ 82.40 | 22.85 | 19.18 | 1.49 |
+ 82.40 | 22.85 | 18.52 | 1.42 |
+ 82.40 | 22.85 | 17.85 | 1.37 |
+ 82.40 | 22.85 | 17.18 | 1.36 |
+ 82.40 | 22.85 | 16.52 | 1.39 |
+ 82.40 | 22.85 | 15.85 | 1.46 |
+ 82.40 | 22.85 | 15.18 | 1.53 |
+ 82.40 | 22.85 | 14.52 | 1.76 |
+ 82.40 | 22.85 | 13.85 | 2.45 |
+ 82.40 | 23.41 | 20.41 | 1.57 |
+ 82.40 | 23.41 | 19.75 | 1.50 |
+ 82.40 | 23.41 | 19.08 | 1.43 |
+ 82.40 | 23.41 | 18.41 | 1.38 |
+ 82.40 | 23.41 | 17.75 | 1.35 |
+ 82.40 | 23.41 | 17.08 | 1.38 |
+ 82.40 | 23.41 | 16.41 | 1.45 |
+ 82.40 | 23.41 | 15.75 | 1.53 |
+ 82.40 | 23.41 | 15.08 | 1.74 |
+ 82.40 | 23.41 | 14.41 | 2.42 |
+ 82.40 | 23.98 | 20.98 | 1.58 |
+ 82.40 | 23.98 | 20.31 | 1.51 |
+ 82.40 | 23.98 | 19.65 | 1.44 |
+ 82.40 | 23.98 | 18.98 | 1.38 |
+ 82.40 | 23.98 | 18.31 | 1.35 |
+ 82.40 | 23.98 | 17.65 | 1.37 |
+ 82.40 | 23.98 | 16.98 | 1.46 |
+ 82.40 | 23.98 | 16.31 | 1.53 |
+ 82.40 | 23.98 | 15.65 | 1.73 |
+ 82.40 | 23.98 | 14.98 | 2.38 |
+ 82.40 | 24.54 | 21.54 | 1.59 |
+ 82.40 | 24.54 | 20.88 | 1.52 |
+ 82.40 | 24.54 | 20.21 | 1.46 |
+ 82.40 | 24.54 | 19.54 | 1.39 |
+ 82.40 | 24.54 | 18.88 | 1.35 |
+ 82.40 | 24.54 | 18.21 | 1.36 |
+ 82.40 | 24.54 | 17.54 | 1.45 |
+ 82.40 | 24.54 | 16.88 | 1.53 |
+ 82.40 | 24.54 | 16.21 | 1.71 |
+ 82.40 | 24.54 | 15.54 | 2.35 |
+ 82.40 | 25.11 | 22.11 | 1.61 |
+ 82.40 | 25.11 | 21.44 | 1.53 |
+ 82.40 | 25.11 | 20.77 | 1.47 |
+ 82.40 | 25.11 | 20.11 | 1.40 |
+ 82.40 | 25.11 | 19.44 | 1.35 |
+ 82.40 | 25.11 | 18.77 | 1.35 |
+ 82.40 | 25.11 | 18.11 | 1.43 |
+ 82.40 | 25.11 | 17.44 | 1.53 |
+ 82.40 | 25.11 | 16.77 | 1.70 |
+ 82.40 | 25.11 | 16.11 | 2.32 |
+
+ The center point of the critical circle lies on the edge of the grid.
+
+ New grid with : X minimum = 77.66 [m]
+ X maximum = 82.99 [m]
+ Y minimum = 20.03 [m]
+ Y maximum = 25.11 [m]
+
+ Minimum safety factor per slip circle.
+ ======================================
+
+ X-coord | Y-coord | Radius | F |
+ [m] | [m] | [m] | |
+ ---------|---------|---------|---------|
+ 77.66 | 20.03 | 17.03 | 2.13 | Evaluated earlier.
+ 77.66 | 20.03 | 16.36 | 2.05 | Evaluated earlier.
+ 77.66 | 20.03 | 15.70 | 1.97 | Evaluated earlier.
+ 77.66 | 20.03 | 15.03 | 1.88 | Evaluated earlier.
+ 77.66 | 20.03 | 14.36 | 1.79 | Evaluated earlier.
+ 77.66 | 20.03 | 13.70 | 1.70 | Evaluated earlier.
+ 77.66 | 20.03 | 13.03 | 1.61 | Evaluated earlier.
+ 77.66 | 20.03 | 12.36 | 1.55 | Evaluated earlier.
+ 77.66 | 20.03 | 11.70 | 1.61 | Evaluated earlier.
+ 77.66 | 20.03 | 11.03 | 1.82 | Evaluated earlier.
+ 77.66 | 20.59 | 17.59 | 2.14 | Evaluated earlier.
+ 77.66 | 20.59 | 16.93 | 2.06 | Evaluated earlier.
+ 77.66 | 20.59 | 16.26 | 1.98 | Evaluated earlier.
+ 77.66 | 20.59 | 15.59 | 1.89 | Evaluated earlier.
+ 77.66 | 20.59 | 14.93 | 1.81 | Evaluated earlier.
+ 77.66 | 20.59 | 14.26 | 1.72 | Evaluated earlier.
+ 77.66 | 20.59 | 13.59 | 1.63 | Evaluated earlier.
+ 77.66 | 20.59 | 12.93 | 1.57 | Evaluated earlier.
+ 77.66 | 20.59 | 12.26 | 1.59 | Evaluated earlier.
+ 77.66 | 20.59 | 11.59 | 1.78 | Evaluated earlier.
+ 77.66 | 21.16 | 18.16 | 2.15 | Evaluated earlier.
+ 77.66 | 21.16 | 17.49 | 2.07 | Evaluated earlier.
+ 77.66 | 21.16 | 16.83 | 1.99 | Evaluated earlier.
+ 77.66 | 21.16 | 16.16 | 1.91 | Evaluated earlier.
+ 77.66 | 21.16 | 15.49 | 1.82 | Evaluated earlier.
+ 77.66 | 21.16 | 14.83 | 1.74 | Evaluated earlier.
+ 77.66 | 21.16 | 14.16 | 1.65 | Evaluated earlier.
+ 77.66 | 21.16 | 13.49 | 1.58 | Evaluated earlier.
+ 77.66 | 21.16 | 12.83 | 1.59 | Evaluated earlier.
+ 77.66 | 21.16 | 12.16 | 1.75 | Evaluated earlier.
+ 77.66 | 21.72 | 18.72 | 2.16 | Evaluated earlier.
+ 77.66 | 21.72 | 18.06 | 2.08 | Evaluated earlier.
+ 77.66 | 21.72 | 17.39 | 2.00 | Evaluated earlier.
+ 77.66 | 21.72 | 16.72 | 1.92 | Evaluated earlier.
+ 77.66 | 21.72 | 16.06 | 1.84 | Evaluated earlier.
+ 77.66 | 21.72 | 15.39 | 1.75 | Evaluated earlier.
+ 77.66 | 21.72 | 14.72 | 1.67 | Evaluated earlier.
+ 77.66 | 21.72 | 14.06 | 1.60 | Evaluated earlier.
+ 77.66 | 21.72 | 13.39 | 1.58 | Evaluated earlier.
+ 77.66 | 21.72 | 12.72 | 1.73 | Evaluated earlier.
+ 77.66 | 22.29 | 19.29 | 2.17 | Evaluated earlier.
+ 77.66 | 22.29 | 18.62 | 2.09 | Evaluated earlier.
+ 77.66 | 22.29 | 17.95 | 2.02 | Evaluated earlier.
+ 77.66 | 22.29 | 17.29 | 1.94 | Evaluated earlier.
+ 77.66 | 22.29 | 16.62 | 1.86 | Evaluated earlier.
+ 77.66 | 22.29 | 15.95 | 1.77 | Evaluated earlier.
+ 77.66 | 22.29 | 15.29 | 1.69 | Evaluated earlier.
+ 77.66 | 22.29 | 14.62 | 1.61 | Evaluated earlier.
+ 77.66 | 22.29 | 13.95 | 1.58 | Evaluated earlier.
+ 77.66 | 22.29 | 13.29 | 1.72 | Evaluated earlier.
+ 77.66 | 22.85 | 19.85 | 2.19 | Evaluated earlier.
+ 77.66 | 22.85 | 19.18 | 2.10 | Evaluated earlier.
+ 77.66 | 22.85 | 18.52 | 2.03 | Evaluated earlier.
+ 77.66 | 22.85 | 17.85 | 1.95 | Evaluated earlier.
+ 77.66 | 22.85 | 17.18 | 1.88 | Evaluated earlier.
+ 77.66 | 22.85 | 16.52 | 1.79 | Evaluated earlier.
+ 77.66 | 22.85 | 15.85 | 1.71 | Evaluated earlier.
+ 77.66 | 22.85 | 15.18 | 1.63 | Evaluated earlier.
+ 77.66 | 22.85 | 14.52 | 1.60 | Evaluated earlier.
+ 77.66 | 22.85 | 13.85 | 1.70 | Evaluated earlier.
+ 77.66 | 23.41 | 20.41 | 2.20 | Evaluated earlier.
+ 77.66 | 23.41 | 19.75 | 2.12 | Evaluated earlier.
+ 77.66 | 23.41 | 19.08 | 2.04 | Evaluated earlier.
+ 77.66 | 23.41 | 18.41 | 1.97 | Evaluated earlier.
+ 77.66 | 23.41 | 17.75 | 1.89 | Evaluated earlier.
+ 77.66 | 23.41 | 17.08 | 1.81 | Evaluated earlier.
+ 77.66 | 23.41 | 16.41 | 1.73 | Evaluated earlier.
+ 77.66 | 23.41 | 15.75 | 1.66 | Evaluated earlier.
+ 77.66 | 23.41 | 15.08 | 1.62 | Evaluated earlier.
+ 77.66 | 23.41 | 14.41 | 1.70 | Evaluated earlier.
+ 77.66 | 23.98 | 20.98 | 2.22 | Evaluated earlier.
+ 77.66 | 23.98 | 20.31 | 2.13 | Evaluated earlier.
+ 77.66 | 23.98 | 19.65 | 2.06 | Evaluated earlier.
+ 77.66 | 23.98 | 18.98 | 1.99 | Evaluated earlier.
+ 77.66 | 23.98 | 18.31 | 1.91 | Evaluated earlier.
+ 77.66 | 23.98 | 17.65 | 1.83 | Evaluated earlier.
+ 77.66 | 23.98 | 16.98 | 1.76 | Evaluated earlier.
+ 77.66 | 23.98 | 16.31 | 1.68 | Evaluated earlier.
+ 77.66 | 23.98 | 15.65 | 1.63 | Evaluated earlier.
+ 77.66 | 23.98 | 14.98 | 1.69 | Evaluated earlier.
+ 77.66 | 24.54 | 21.54 | 2.23 | Evaluated earlier.
+ 77.66 | 24.54 | 20.88 | 2.15 | Evaluated earlier.
+ 77.66 | 24.54 | 20.21 | 2.07 | Evaluated earlier.
+ 77.66 | 24.54 | 19.54 | 2.00 | Evaluated earlier.
+ 77.66 | 24.54 | 18.88 | 1.93 | Evaluated earlier.
+ 77.66 | 24.54 | 18.21 | 1.85 | Evaluated earlier.
+ 77.66 | 24.54 | 17.54 | 1.78 | Evaluated earlier.
+ 77.66 | 24.54 | 16.88 | 1.71 | Evaluated earlier.
+ 77.66 | 24.54 | 16.21 | 1.65 | Evaluated earlier.
+ 77.66 | 24.54 | 15.54 | 1.69 | Evaluated earlier.
+ 77.66 | 25.11 | 22.11 | 2.25 | Evaluated earlier.
+ 77.66 | 25.11 | 21.44 | 2.16 | Evaluated earlier.
+ 77.66 | 25.11 | 20.77 | 2.09 | Evaluated earlier.
+ 77.66 | 25.11 | 20.11 | 2.02 | Evaluated earlier.
+ 77.66 | 25.11 | 19.44 | 1.95 | Evaluated earlier.
+ 77.66 | 25.11 | 18.77 | 1.87 | Evaluated earlier.
+ 77.66 | 25.11 | 18.11 | 1.80 | Evaluated earlier.
+ 77.66 | 25.11 | 17.44 | 1.73 | Evaluated earlier.
+ 77.66 | 25.11 | 16.77 | 1.68 | Evaluated earlier.
+ 77.66 | 25.11 | 16.11 | 1.69 | Evaluated earlier.
+ ---------|---------|---------|---------|
+ 78.25 | 20.03 | 17.03 | 2.00 | Evaluated earlier.
+ 78.25 | 20.03 | 16.36 | 1.92 | Evaluated earlier.
+ 78.25 | 20.03 | 15.70 | 1.85 | Evaluated earlier.
+ 78.25 | 20.03 | 15.03 | 1.77 | Evaluated earlier.
+ 78.25 | 20.03 | 14.36 | 1.69 | Evaluated earlier.
+ 78.25 | 20.03 | 13.70 | 1.60 | Evaluated earlier.
+ 78.25 | 20.03 | 13.03 | 1.54 | Evaluated earlier.
+ 78.25 | 20.03 | 12.36 | 1.53 | Evaluated earlier.
+ 78.25 | 20.03 | 11.70 | 1.63 | Evaluated earlier.
+ 78.25 | 20.03 | 11.03 | 1.84 | Evaluated earlier.
+ 78.25 | 20.59 | 17.59 | 2.01 | Evaluated earlier.
+ 78.25 | 20.59 | 16.93 | 1.93 | Evaluated earlier.
+ 78.25 | 20.59 | 16.26 | 1.86 | Evaluated earlier.
+ 78.25 | 20.59 | 15.59 | 1.78 | Evaluated earlier.
+ 78.25 | 20.59 | 14.93 | 1.70 | Evaluated earlier.
+ 78.25 | 20.59 | 14.26 | 1.62 | Evaluated earlier.
+ 78.25 | 20.59 | 13.59 | 1.56 | Evaluated earlier.
+ 78.25 | 20.59 | 12.93 | 1.52 | Evaluated earlier.
+ 78.25 | 20.59 | 12.26 | 1.61 | Evaluated earlier.
+ 78.25 | 20.59 | 11.59 | 1.84 | Evaluated earlier.
+ 78.25 | 21.16 | 18.16 | 2.02 | Evaluated earlier.
+ 78.25 | 21.16 | 17.49 | 1.94 | Evaluated earlier.
+ 78.25 | 21.16 | 16.83 | 1.87 | Evaluated earlier.
+ 78.25 | 21.16 | 16.16 | 1.79 | Evaluated earlier.
+ 78.25 | 21.16 | 15.49 | 1.71 | Evaluated earlier.
+ 78.25 | 21.16 | 14.83 | 1.64 | Evaluated earlier.
+ 78.25 | 21.16 | 14.16 | 1.56 | Evaluated earlier.
+ 78.25 | 21.16 | 13.49 | 1.52 | Evaluated earlier.
+ 78.25 | 21.16 | 12.83 | 1.59 | Evaluated earlier.
+ 78.25 | 21.16 | 12.16 | 1.82 | Evaluated earlier.
+ 78.25 | 21.72 | 18.72 | 2.04 | Evaluated earlier.
+ 78.25 | 21.72 | 18.06 | 1.95 | Evaluated earlier.
+ 78.25 | 21.72 | 17.39 | 1.88 | Evaluated earlier.
+ 78.25 | 21.72 | 16.72 | 1.81 | Evaluated earlier.
+ 78.25 | 21.72 | 16.06 | 1.73 | Evaluated earlier.
+ 78.25 | 21.72 | 15.39 | 1.65 | Evaluated earlier.
+ 78.25 | 21.72 | 14.72 | 1.58 | Evaluated earlier.
+ 78.25 | 21.72 | 14.06 | 1.52 | Evaluated earlier.
+ 78.25 | 21.72 | 13.39 | 1.58 | Evaluated earlier.
+ 78.25 | 21.72 | 12.72 | 1.81 | Evaluated earlier.
+ 78.25 | 22.29 | 19.29 | 2.05 | Evaluated earlier.
+ 78.25 | 22.29 | 18.62 | 1.96 | Evaluated earlier.
+ 78.25 | 22.29 | 17.95 | 1.89 | Evaluated earlier.
+ 78.25 | 22.29 | 17.29 | 1.82 | Evaluated earlier.
+ 78.25 | 22.29 | 16.62 | 1.75 | Evaluated earlier.
+ 78.25 | 22.29 | 15.95 | 1.67 | Evaluated earlier.
+ 78.25 | 22.29 | 15.29 | 1.60 | Evaluated earlier.
+ 78.25 | 22.29 | 14.62 | 1.54 | Evaluated earlier.
+ 78.25 | 22.29 | 13.95 | 1.57 | Evaluated earlier.
+ 78.25 | 22.29 | 13.29 | 1.78 | Evaluated earlier.
+ 78.25 | 22.85 | 19.85 | 2.07 | Evaluated earlier.
+ 78.25 | 22.85 | 19.18 | 1.98 | Evaluated earlier.
+ 78.25 | 22.85 | 18.52 | 1.90 | Evaluated earlier.
+ 78.25 | 22.85 | 17.85 | 1.84 | Evaluated earlier.
+ 78.25 | 22.85 | 17.18 | 1.76 | Evaluated earlier.
+ 78.25 | 22.85 | 16.52 | 1.69 | Evaluated earlier.
+ 78.25 | 22.85 | 15.85 | 1.62 | Evaluated earlier.
+ 78.25 | 22.85 | 15.18 | 1.55 | Evaluated earlier.
+ 78.25 | 22.85 | 14.52 | 1.57 | Evaluated earlier.
+ 78.25 | 22.85 | 13.85 | 1.76 | Evaluated earlier.
+ 78.25 | 23.41 | 20.41 | 2.08 | Evaluated earlier.
+ 78.25 | 23.41 | 19.75 | 1.99 | Evaluated earlier.
+ 78.25 | 23.41 | 19.08 | 1.92 | Evaluated earlier.
+ 78.25 | 23.41 | 18.41 | 1.85 | Evaluated earlier.
+ 78.25 | 23.41 | 17.75 | 1.78 | Evaluated earlier.
+ 78.25 | 23.41 | 17.08 | 1.71 | Evaluated earlier.
+ 78.25 | 23.41 | 16.41 | 1.63 | Evaluated earlier.
+ 78.25 | 23.41 | 15.75 | 1.57 | Evaluated earlier.
+ 78.25 | 23.41 | 15.08 | 1.56 | Evaluated earlier.
+ 78.25 | 23.41 | 14.41 | 1.74 | Evaluated earlier.
+ 78.25 | 23.98 | 20.98 | 2.10 | Evaluated earlier.
+ 78.25 | 23.98 | 20.31 | 2.01 | Evaluated earlier.
+ 78.25 | 23.98 | 19.65 | 1.93 | Evaluated earlier.
+ 78.25 | 23.98 | 18.98 | 1.87 | Evaluated earlier.
+ 78.25 | 23.98 | 18.31 | 1.80 | Evaluated earlier.
+ 78.25 | 23.98 | 17.65 | 1.72 | Evaluated earlier.
+ 78.25 | 23.98 | 16.98 | 1.65 | Evaluated earlier.
+ 78.25 | 23.98 | 16.31 | 1.58 | Evaluated earlier.
+ 78.25 | 23.98 | 15.65 | 1.57 | Evaluated earlier.
+ 78.25 | 23.98 | 14.98 | 1.72 | Evaluated earlier.
+ 78.25 | 24.54 | 21.54 | 2.11 | Evaluated earlier.
+ 78.25 | 24.54 | 20.88 | 2.02 | Evaluated earlier.
+ 78.25 | 24.54 | 20.21 | 1.94 | Evaluated earlier.
+ 78.25 | 24.54 | 19.54 | 1.88 | Evaluated earlier.
+ 78.25 | 24.54 | 18.88 | 1.81 | Evaluated earlier.
+ 78.25 | 24.54 | 18.21 | 1.74 | Evaluated earlier.
+ 78.25 | 24.54 | 17.54 | 1.67 | Evaluated earlier.
+ 78.25 | 24.54 | 16.88 | 1.60 | Evaluated earlier.
+ 78.25 | 24.54 | 16.21 | 1.58 | Evaluated earlier.
+ 78.25 | 24.54 | 15.54 | 1.71 | Evaluated earlier.
+ 78.25 | 25.11 | 22.11 | 2.13 | Evaluated earlier.
+ 78.25 | 25.11 | 21.44 | 2.04 | Evaluated earlier.
+ 78.25 | 25.11 | 20.77 | 1.96 | Evaluated earlier.
+ 78.25 | 25.11 | 20.11 | 1.90 | Evaluated earlier.
+ 78.25 | 25.11 | 19.44 | 1.83 | Evaluated earlier.
+ 78.25 | 25.11 | 18.77 | 1.76 | Evaluated earlier.
+ 78.25 | 25.11 | 18.11 | 1.69 | Evaluated earlier.
+ 78.25 | 25.11 | 17.44 | 1.63 | Evaluated earlier.
+ 78.25 | 25.11 | 16.77 | 1.61 | Evaluated earlier.
+ 78.25 | 25.11 | 16.11 | 1.71 | Evaluated earlier.
+ ---------|---------|---------|---------|
+ 78.85 | 20.03 | 17.03 | 1.89 | Evaluated earlier.
+ 78.85 | 20.03 | 16.36 | 1.81 | Evaluated earlier.
+ 78.85 | 20.03 | 15.70 | 1.74 | Evaluated earlier.
+ 78.85 | 20.03 | 15.03 | 1.67 | Evaluated earlier.
+ 78.85 | 20.03 | 14.36 | 1.60 | Evaluated earlier.
+ 78.85 | 20.03 | 13.70 | 1.54 | Evaluated earlier.
+ 78.85 | 20.03 | 13.03 | 1.49 | Evaluated earlier.
+ 78.85 | 20.03 | 12.36 | 1.53 | Evaluated earlier.
+ 78.85 | 20.03 | 11.70 | 1.69 | Evaluated earlier.
+ 78.85 | 20.03 | 11.03 | 1.82 | Evaluated earlier.
+ 78.85 | 20.59 | 17.59 | 1.91 | Evaluated earlier.
+ 78.85 | 20.59 | 16.93 | 1.82 | Evaluated earlier.
+ 78.85 | 20.59 | 16.26 | 1.75 | Evaluated earlier.
+ 78.85 | 20.59 | 15.59 | 1.68 | Evaluated earlier.
+ 78.85 | 20.59 | 14.93 | 1.61 | Evaluated earlier.
+ 78.85 | 20.59 | 14.26 | 1.53 | Evaluated earlier.
+ 78.85 | 20.59 | 13.59 | 1.49 | Evaluated earlier.
+ 78.85 | 20.59 | 12.93 | 1.52 | Evaluated earlier.
+ 78.85 | 20.59 | 12.26 | 1.65 | Evaluated earlier.
+ 78.85 | 20.59 | 11.59 | 1.82 | Evaluated earlier.
+ 78.85 | 21.16 | 18.16 | 1.92 | Evaluated earlier.
+ 78.85 | 21.16 | 17.49 | 1.83 | Evaluated earlier.
+ 78.85 | 21.16 | 16.83 | 1.76 | Evaluated earlier.
+ 78.85 | 21.16 | 16.16 | 1.69 | Evaluated earlier.
+ 78.85 | 21.16 | 15.49 | 1.62 | Evaluated earlier.
+ 78.85 | 21.16 | 14.83 | 1.55 | Evaluated earlier.
+ 78.85 | 21.16 | 14.16 | 1.49 | Evaluated earlier.
+ 78.85 | 21.16 | 13.49 | 1.51 | Evaluated earlier.
+ 78.85 | 21.16 | 12.83 | 1.62 | Evaluated earlier.
+ 78.85 | 21.16 | 12.16 | 1.83 | Evaluated earlier.
+ 78.85 | 21.72 | 18.72 | 1.93 | Evaluated earlier.
+ 78.85 | 21.72 | 18.06 | 1.85 | Evaluated earlier.
+ 78.85 | 21.72 | 17.39 | 1.77 | Evaluated earlier.
+ 78.85 | 21.72 | 16.72 | 1.70 | Evaluated earlier.
+ 78.85 | 21.72 | 16.06 | 1.64 | Evaluated earlier.
+ 78.85 | 21.72 | 15.39 | 1.57 | Evaluated earlier.
+ 78.85 | 21.72 | 14.72 | 1.51 | Evaluated earlier.
+ 78.85 | 21.72 | 14.06 | 1.50 | Evaluated earlier.
+ 78.85 | 21.72 | 13.39 | 1.60 | Evaluated earlier.
+ 78.85 | 21.72 | 12.72 | 1.84 | Evaluated earlier.
+ 78.85 | 22.29 | 19.29 | 1.95 | Evaluated earlier.
+ 78.85 | 22.29 | 18.62 | 1.86 | Evaluated earlier.
+ 78.85 | 22.29 | 17.95 | 1.78 | Evaluated earlier.
+ 78.85 | 22.29 | 17.29 | 1.72 | Evaluated earlier.
+ 78.85 | 22.29 | 16.62 | 1.65 | Evaluated earlier.
+ 78.85 | 22.29 | 15.95 | 1.58 | Evaluated earlier.
+ 78.85 | 22.29 | 15.29 | 1.51 | Evaluated earlier.
+ 78.85 | 22.29 | 14.62 | 1.49 | Evaluated earlier.
+ 78.85 | 22.29 | 13.95 | 1.59 | Evaluated earlier.
+ 78.85 | 22.29 | 13.29 | 1.84 | Evaluated earlier.
+ 78.85 | 22.85 | 19.85 | 1.96 | Evaluated earlier.
+ 78.85 | 22.85 | 19.18 | 1.87 | Evaluated earlier.
+ 78.85 | 22.85 | 18.52 | 1.80 | Evaluated earlier.
+ 78.85 | 22.85 | 17.85 | 1.73 | Evaluated earlier.
+ 78.85 | 22.85 | 17.18 | 1.66 | Evaluated earlier.
+ 78.85 | 22.85 | 16.52 | 1.60 | Evaluated earlier.
+ 78.85 | 22.85 | 15.85 | 1.53 | Evaluated earlier.
+ 78.85 | 22.85 | 15.18 | 1.49 | Evaluated earlier.
+ 78.85 | 22.85 | 14.52 | 1.57 | Evaluated earlier.
+ 78.85 | 22.85 | 13.85 | 1.83 | Evaluated earlier.
+ 78.85 | 23.41 | 20.41 | 1.98 | Evaluated earlier.
+ 78.85 | 23.41 | 19.75 | 1.89 | Evaluated earlier.
+ 78.85 | 23.41 | 19.08 | 1.81 | Evaluated earlier.
+ 78.85 | 23.41 | 18.41 | 1.74 | Evaluated earlier.
+ 78.85 | 23.41 | 17.75 | 1.68 | Evaluated earlier.
+ 78.85 | 23.41 | 17.08 | 1.61 | Evaluated earlier.
+ 78.85 | 23.41 | 16.41 | 1.55 | Evaluated earlier.
+ 78.85 | 23.41 | 15.75 | 1.51 | Evaluated earlier.
+ 78.85 | 23.41 | 15.08 | 1.57 | Evaluated earlier.
+ 78.85 | 23.41 | 14.41 | 1.82 | Evaluated earlier.
+ 78.85 | 23.98 | 20.98 | 1.99 | Evaluated earlier.
+ 78.85 | 23.98 | 20.31 | 1.90 | Evaluated earlier.
+ 78.85 | 23.98 | 19.65 | 1.82 | Evaluated earlier.
+ 78.85 | 23.98 | 18.98 | 1.76 | Evaluated earlier.
+ 78.85 | 23.98 | 18.31 | 1.69 | Evaluated earlier.
+ 78.85 | 23.98 | 17.65 | 1.63 | Evaluated earlier.
+ 78.85 | 23.98 | 16.98 | 1.57 | Evaluated earlier.
+ 78.85 | 23.98 | 16.31 | 1.51 | Evaluated earlier.
+ 78.85 | 23.98 | 15.65 | 1.56 | Evaluated earlier.
+ 78.85 | 23.98 | 14.98 | 1.80 | Evaluated earlier.
+ 78.85 | 24.54 | 21.54 | 2.01 | Evaluated earlier.
+ 78.85 | 24.54 | 20.88 | 1.92 | Evaluated earlier.
+ 78.85 | 24.54 | 20.21 | 1.84 | Evaluated earlier.
+ 78.85 | 24.54 | 19.54 | 1.77 | Evaluated earlier.
+ 78.85 | 24.54 | 18.88 | 1.71 | Evaluated earlier.
+ 78.85 | 24.54 | 18.21 | 1.65 | Evaluated earlier.
+ 78.85 | 24.54 | 17.54 | 1.58 | Evaluated earlier.
+ 78.85 | 24.54 | 16.88 | 1.53 | Evaluated earlier.
+ 78.85 | 24.54 | 16.21 | 1.56 | Evaluated earlier.
+ 78.85 | 24.54 | 15.54 | 1.77 | Evaluated earlier.
+ 78.85 | 25.11 | 22.11 | 2.02 | Evaluated earlier.
+ 78.85 | 25.11 | 21.44 | 1.94 | Evaluated earlier.
+ 78.85 | 25.11 | 20.77 | 1.85 | Evaluated earlier.
+ 78.85 | 25.11 | 20.11 | 1.79 | Evaluated earlier.
+ 78.85 | 25.11 | 19.44 | 1.73 | Evaluated earlier.
+ 78.85 | 25.11 | 18.77 | 1.66 | Evaluated earlier.
+ 78.85 | 25.11 | 18.11 | 1.60 | Evaluated earlier.
+ 78.85 | 25.11 | 17.44 | 1.55 | Evaluated earlier.
+ 78.85 | 25.11 | 16.77 | 1.56 | Evaluated earlier.
+ 78.85 | 25.11 | 16.11 | 1.75 | Evaluated earlier.
+ ---------|---------|---------|---------|
+ 79.44 | 20.03 | 17.03 | 1.80 | Evaluated earlier.
+ 79.44 | 20.03 | 16.36 | 1.72 | Evaluated earlier.
+ 79.44 | 20.03 | 15.70 | 1.65 | Evaluated earlier.
+ 79.44 | 20.03 | 15.03 | 1.59 | Evaluated earlier.
+ 79.44 | 20.03 | 14.36 | 1.52 | Evaluated earlier.
+ 79.44 | 20.03 | 13.70 | 1.47 | Evaluated earlier.
+ 79.44 | 20.03 | 13.03 | 1.48 | Evaluated earlier.
+ 79.44 | 20.03 | 12.36 | 1.56 | Evaluated earlier.
+ 79.44 | 20.03 | 11.70 | 1.66 | Evaluated earlier.
+ 79.44 | 20.03 | 11.03 | 1.84 | Evaluated earlier.
+ 79.44 | 20.59 | 17.59 | 1.81 | Evaluated earlier.
+ 79.44 | 20.59 | 16.93 | 1.73 | Evaluated earlier.
+ 79.44 | 20.59 | 16.26 | 1.66 | Evaluated earlier.
+ 79.44 | 20.59 | 15.59 | 1.59 | Evaluated earlier.
+ 79.44 | 20.59 | 14.93 | 1.53 | Evaluated earlier.
+ 79.44 | 20.59 | 14.26 | 1.47 | Evaluated earlier.
+ 79.44 | 20.59 | 13.59 | 1.47 | Evaluated earlier.
+ 79.44 | 20.59 | 12.93 | 1.53 | Evaluated earlier.
+ 79.44 | 20.59 | 12.26 | 1.67 | Evaluated earlier.
+ 79.44 | 20.59 | 11.59 | 1.83 | Evaluated earlier.
+ 79.44 | 21.16 | 18.16 | 1.83 | Evaluated earlier.
+ 79.44 | 21.16 | 17.49 | 1.74 | Evaluated earlier.
+ 79.44 | 21.16 | 16.83 | 1.67 | Evaluated earlier.
+ 79.44 | 21.16 | 16.16 | 1.60 | Evaluated earlier.
+ 79.44 | 21.16 | 15.49 | 1.54 | Evaluated earlier.
+ 79.44 | 21.16 | 14.83 | 1.49 | Evaluated earlier.
+ 79.44 | 21.16 | 14.16 | 1.46 | Evaluated earlier.
+ 79.44 | 21.16 | 13.49 | 1.51 | Evaluated earlier.
+ 79.44 | 21.16 | 12.83 | 1.67 | Evaluated earlier.
+ 79.44 | 21.16 | 12.16 | 1.83 | Evaluated earlier.
+ 79.44 | 21.72 | 18.72 | 1.84 | Evaluated earlier.
+ 79.44 | 21.72 | 18.06 | 1.76 | Evaluated earlier.
+ 79.44 | 21.72 | 17.39 | 1.68 | Evaluated earlier.
+ 79.44 | 21.72 | 16.72 | 1.61 | Evaluated earlier.
+ 79.44 | 21.72 | 16.06 | 1.55 | Evaluated earlier.
+ 79.44 | 21.72 | 15.39 | 1.49 | Evaluated earlier.
+ 79.44 | 21.72 | 14.72 | 1.46 | Evaluated earlier.
+ 79.44 | 21.72 | 14.06 | 1.50 | Evaluated earlier.
+ 79.44 | 21.72 | 13.39 | 1.66 | Evaluated earlier.
+ 79.44 | 21.72 | 12.72 | 1.83 | Evaluated earlier.
+ 79.44 | 22.29 | 19.29 | 1.85 | Evaluated earlier.
+ 79.44 | 22.29 | 18.62 | 1.77 | Evaluated earlier.
+ 79.44 | 22.29 | 17.95 | 1.69 | Evaluated earlier.
+ 79.44 | 22.29 | 17.29 | 1.63 | Evaluated earlier.
+ 79.44 | 22.29 | 16.62 | 1.57 | Evaluated earlier.
+ 79.44 | 22.29 | 15.95 | 1.50 | Evaluated earlier.
+ 79.44 | 22.29 | 15.29 | 1.46 | Evaluated earlier.
+ 79.44 | 22.29 | 14.62 | 1.49 | Evaluated earlier.
+ 79.44 | 22.29 | 13.95 | 1.63 | Evaluated earlier.
+ 79.44 | 22.29 | 13.29 | 1.83 | Evaluated earlier.
+ 79.44 | 22.85 | 19.85 | 1.87 | Evaluated earlier.
+ 79.44 | 22.85 | 19.18 | 1.78 | Evaluated earlier.
+ 79.44 | 22.85 | 18.52 | 1.70 | Evaluated earlier.
+ 79.44 | 22.85 | 17.85 | 1.64 | Evaluated earlier.
+ 79.44 | 22.85 | 17.18 | 1.58 | Evaluated earlier.
+ 79.44 | 22.85 | 16.52 | 1.52 | Evaluated earlier.
+ 79.44 | 22.85 | 15.85 | 1.48 | Evaluated earlier.
+ 79.44 | 22.85 | 15.18 | 1.48 | Evaluated earlier.
+ 79.44 | 22.85 | 14.52 | 1.61 | Evaluated earlier.
+ 79.44 | 22.85 | 13.85 | 1.84 | Evaluated earlier.
+ 79.44 | 23.41 | 20.41 | 1.88 | Evaluated earlier.
+ 79.44 | 23.41 | 19.75 | 1.80 | Evaluated earlier.
+ 79.44 | 23.41 | 19.08 | 1.72 | Evaluated earlier.
+ 79.44 | 23.41 | 18.41 | 1.65 | Evaluated earlier.
+ 79.44 | 23.41 | 17.75 | 1.59 | Evaluated earlier.
+ 79.44 | 23.41 | 17.08 | 1.53 | Evaluated earlier.
+ 79.44 | 23.41 | 16.41 | 1.49 | Evaluated earlier.
+ 79.44 | 23.41 | 15.75 | 1.48 | Evaluated earlier.
+ 79.44 | 23.41 | 15.08 | 1.59 | Evaluated earlier.
+ 79.44 | 23.41 | 14.41 | 1.84 | Evaluated earlier.
+ 79.44 | 23.98 | 20.98 | 1.90 | Evaluated earlier.
+ 79.44 | 23.98 | 20.31 | 1.81 | Evaluated earlier.
+ 79.44 | 23.98 | 19.65 | 1.73 | Evaluated earlier.
+ 79.44 | 23.98 | 18.98 | 1.66 | Evaluated earlier.
+ 79.44 | 23.98 | 18.31 | 1.61 | Evaluated earlier.
+ 79.44 | 23.98 | 17.65 | 1.55 | Evaluated earlier.
+ 79.44 | 23.98 | 16.98 | 1.49 | Evaluated earlier.
+ 79.44 | 23.98 | 16.31 | 1.48 | Evaluated earlier.
+ 79.44 | 23.98 | 15.65 | 1.58 | Evaluated earlier.
+ 79.44 | 23.98 | 14.98 | 1.86 | Evaluated earlier.
+ 79.44 | 24.54 | 21.54 | 1.91 | Evaluated earlier.
+ 79.44 | 24.54 | 20.88 | 1.83 | Evaluated earlier.
+ 79.44 | 24.54 | 20.21 | 1.75 | Evaluated earlier.
+ 79.44 | 24.54 | 19.54 | 1.68 | Evaluated earlier.
+ 79.44 | 24.54 | 18.88 | 1.62 | Evaluated earlier.
+ 79.44 | 24.54 | 18.21 | 1.56 | Evaluated earlier.
+ 79.44 | 24.54 | 17.54 | 1.51 | Evaluated earlier.
+ 79.44 | 24.54 | 16.88 | 1.48 | Evaluated earlier.
+ 79.44 | 24.54 | 16.21 | 1.57 | Evaluated earlier.
+ 79.44 | 24.54 | 15.54 | 1.81 | Evaluated earlier.
+ 79.44 | 25.11 | 22.11 | 1.93 | Evaluated earlier.
+ 79.44 | 25.11 | 21.44 | 1.84 | Evaluated earlier.
+ 79.44 | 25.11 | 20.77 | 1.76 | Evaluated earlier.
+ 79.44 | 25.11 | 20.11 | 1.69 | Evaluated earlier.
+ 79.44 | 25.11 | 19.44 | 1.63 | Evaluated earlier.
+ 79.44 | 25.11 | 18.77 | 1.58 | Evaluated earlier.
+ 79.44 | 25.11 | 18.11 | 1.52 | Evaluated earlier.
+ 79.44 | 25.11 | 17.44 | 1.49 | Evaluated earlier.
+ 79.44 | 25.11 | 16.77 | 1.56 | Evaluated earlier.
+ 79.44 | 25.11 | 16.11 | 1.82 | Evaluated earlier.
+ ---------|---------|---------|---------|
+ 80.03 | 20.03 | 17.03 | 1.72 | Evaluated earlier.
+ 80.03 | 20.03 | 16.36 | 1.64 | Evaluated earlier.
+ 80.03 | 20.03 | 15.70 | 1.57 | Evaluated earlier.
+ 80.03 | 20.03 | 15.03 | 1.51 | Evaluated earlier.
+ 80.03 | 20.03 | 14.36 | 1.46 | Evaluated earlier.
+ 80.03 | 20.03 | 13.70 | 1.45 | Evaluated earlier.
+ 80.03 | 20.03 | 13.03 | 1.49 | Evaluated earlier.
+ 80.03 | 20.03 | 12.36 | 1.57 | Evaluated earlier.
+ 80.03 | 20.03 | 11.70 | 1.64 | Evaluated earlier.
+ 80.03 | 20.03 | 11.03 | 1.92 | Evaluated earlier.
+ 80.03 | 20.59 | 17.59 | 1.74 | Evaluated earlier.
+ 80.03 | 20.59 | 16.93 | 1.65 | Evaluated earlier.
+ 80.03 | 20.59 | 16.26 | 1.58 | Evaluated earlier.
+ 80.03 | 20.59 | 15.59 | 1.52 | Evaluated earlier.
+ 80.03 | 20.59 | 14.93 | 1.47 | Evaluated earlier.
+ 80.03 | 20.59 | 14.26 | 1.44 | Evaluated earlier.
+ 80.03 | 20.59 | 13.59 | 1.47 | Evaluated earlier.
+ 80.03 | 20.59 | 12.93 | 1.57 | Evaluated earlier.
+ 80.03 | 20.59 | 12.26 | 1.64 | Evaluated earlier.
+ 80.03 | 20.59 | 11.59 | 1.90 | Evaluated earlier.
+ 80.03 | 21.16 | 18.16 | 1.75 | Evaluated earlier.
+ 80.03 | 21.16 | 17.49 | 1.67 | Evaluated earlier.
+ 80.03 | 21.16 | 16.83 | 1.59 | Evaluated earlier.
+ 80.03 | 21.16 | 16.16 | 1.53 | Evaluated earlier.
+ 80.03 | 21.16 | 15.49 | 1.47 | Evaluated earlier.
+ 80.03 | 21.16 | 14.83 | 1.43 | Evaluated earlier.
+ 80.03 | 21.16 | 14.16 | 1.46 | Evaluated earlier.
+ 80.03 | 21.16 | 13.49 | 1.55 | Evaluated earlier.
+ 80.03 | 21.16 | 12.83 | 1.64 | Evaluated earlier.
+ 80.03 | 21.16 | 12.16 | 1.88 | Evaluated earlier.
+ 80.03 | 21.72 | 18.72 | 1.76 | Evaluated earlier.
+ 80.03 | 21.72 | 18.06 | 1.68 | Evaluated earlier.
+ 80.03 | 21.72 | 17.39 | 1.60 | Evaluated earlier.
+ 80.03 | 21.72 | 16.72 | 1.54 | Evaluated earlier.
+ 80.03 | 21.72 | 16.06 | 1.48 | Evaluated earlier.
+ 80.03 | 21.72 | 15.39 | 1.44 | Evaluated earlier.
+ 80.03 | 21.72 | 14.72 | 1.45 | Evaluated earlier.
+ 80.03 | 21.72 | 14.06 | 1.52 | Evaluated earlier.
+ 80.03 | 21.72 | 13.39 | 1.65 | Evaluated earlier.
+ 80.03 | 21.72 | 12.72 | 1.86 | Evaluated earlier.
+ 80.03 | 22.29 | 19.29 | 1.77 | Evaluated earlier.
+ 80.03 | 22.29 | 18.62 | 1.69 | Evaluated earlier.
+ 80.03 | 22.29 | 17.95 | 1.61 | Evaluated earlier.
+ 80.03 | 22.29 | 17.29 | 1.55 | Evaluated earlier.
+ 80.03 | 22.29 | 16.62 | 1.49 | Evaluated earlier.
+ 80.03 | 22.29 | 15.95 | 1.45 | Evaluated earlier.
+ 80.03 | 22.29 | 15.29 | 1.44 | Evaluated earlier.
+ 80.03 | 22.29 | 14.62 | 1.51 | Evaluated earlier.
+ 80.03 | 22.29 | 13.95 | 1.65 | Evaluated earlier.
+ 80.03 | 22.29 | 13.29 | 1.85 | Evaluated earlier.
+ 80.03 | 22.85 | 19.85 | 1.79 | Evaluated earlier.
+ 80.03 | 22.85 | 19.18 | 1.71 | Evaluated earlier.
+ 80.03 | 22.85 | 18.52 | 1.63 | Evaluated earlier.
+ 80.03 | 22.85 | 17.85 | 1.56 | Evaluated earlier.
+ 80.03 | 22.85 | 17.18 | 1.50 | Evaluated earlier.
+ 80.03 | 22.85 | 16.52 | 1.45 | Evaluated earlier.
+ 80.03 | 22.85 | 15.85 | 1.43 | Evaluated earlier.
+ 80.03 | 22.85 | 15.18 | 1.49 | Evaluated earlier.
+ 80.03 | 22.85 | 14.52 | 1.65 | Evaluated earlier.
+ 80.03 | 22.85 | 13.85 | 1.85 | Evaluated earlier.
+ 80.03 | 23.41 | 20.41 | 1.80 | Evaluated earlier.
+ 80.03 | 23.41 | 19.75 | 1.72 | Evaluated earlier.
+ 80.03 | 23.41 | 19.08 | 1.64 | Evaluated earlier.
+ 80.03 | 23.41 | 18.41 | 1.57 | Evaluated earlier.
+ 80.03 | 23.41 | 17.75 | 1.52 | Evaluated earlier.
+ 80.03 | 23.41 | 17.08 | 1.46 | Evaluated earlier.
+ 80.03 | 23.41 | 16.41 | 1.43 | Evaluated earlier.
+ 80.03 | 23.41 | 15.75 | 1.48 | Evaluated earlier.
+ 80.03 | 23.41 | 15.08 | 1.65 | Evaluated earlier.
+ 80.03 | 23.41 | 14.41 | 1.85 | Evaluated earlier.
+ 80.03 | 23.98 | 20.98 | 1.82 | Evaluated earlier.
+ 80.03 | 23.98 | 20.31 | 1.73 | Evaluated earlier.
+ 80.03 | 23.98 | 19.65 | 1.66 | Evaluated earlier.
+ 80.03 | 23.98 | 18.98 | 1.58 | Evaluated earlier.
+ 80.03 | 23.98 | 18.31 | 1.53 | Evaluated earlier.
+ 80.03 | 23.98 | 17.65 | 1.48 | Evaluated earlier.
+ 80.03 | 23.98 | 16.98 | 1.44 | Evaluated earlier.
+ 80.03 | 23.98 | 16.31 | 1.47 | Evaluated earlier.
+ 80.03 | 23.98 | 15.65 | 1.63 | Evaluated earlier.
+ 80.03 | 23.98 | 14.98 | 1.85 | Evaluated earlier.
+ 80.03 | 24.54 | 21.54 | 1.83 | Evaluated earlier.
+ 80.03 | 24.54 | 20.88 | 1.75 | Evaluated earlier.
+ 80.03 | 24.54 | 20.21 | 1.67 | Evaluated earlier.
+ 80.03 | 24.54 | 19.54 | 1.60 | Evaluated earlier.
+ 80.03 | 24.54 | 18.88 | 1.54 | Evaluated earlier.
+ 80.03 | 24.54 | 18.21 | 1.49 | Evaluated earlier.
+ 80.03 | 24.54 | 17.54 | 1.46 | Evaluated earlier.
+ 80.03 | 24.54 | 16.88 | 1.47 | Evaluated earlier.
+ 80.03 | 24.54 | 16.21 | 1.61 | Evaluated earlier.
+ 80.03 | 24.54 | 15.54 | 1.85 | Evaluated earlier.
+ 80.03 | 25.11 | 22.11 | 1.85 | Evaluated earlier.
+ 80.03 | 25.11 | 21.44 | 1.77 | Evaluated earlier.
+ 80.03 | 25.11 | 20.77 | 1.69 | Evaluated earlier.
+ 80.03 | 25.11 | 20.11 | 1.61 | Evaluated earlier.
+ 80.03 | 25.11 | 19.44 | 1.55 | Evaluated earlier.
+ 80.03 | 25.11 | 18.77 | 1.51 | Evaluated earlier.
+ 80.03 | 25.11 | 18.11 | 1.48 | Evaluated earlier.
+ 80.03 | 25.11 | 17.44 | 1.47 | Evaluated earlier.
+ 80.03 | 25.11 | 16.77 | 1.59 | Evaluated earlier.
+ 80.03 | 25.11 | 16.11 | 1.86 | Evaluated earlier.
+ ---------|---------|---------|---------|
+ 80.62 | 20.03 | 17.03 | 1.66 | Evaluated earlier.
+ 80.62 | 20.03 | 16.36 | 1.58 | Evaluated earlier.
+ 80.62 | 20.03 | 15.70 | 1.51 | Evaluated earlier.
+ 80.62 | 20.03 | 15.03 | 1.45 | Evaluated earlier.
+ 80.62 | 20.03 | 14.36 | 1.43 | Evaluated earlier.
+ 80.62 | 20.03 | 13.70 | 1.45 | Evaluated earlier.
+ 80.62 | 20.03 | 13.03 | 1.52 | Evaluated earlier.
+ 80.62 | 20.03 | 12.36 | 1.55 | Evaluated earlier.
+ 80.62 | 20.03 | 11.70 | 1.66 | Evaluated earlier.
+ 80.62 | 20.03 | 11.03 | 2.03 | Evaluated earlier.
+ 80.62 | 20.59 | 17.59 | 1.67 | Evaluated earlier.
+ 80.62 | 20.59 | 16.93 | 1.59 | Evaluated earlier.
+ 80.62 | 20.59 | 16.26 | 1.52 | Evaluated earlier.
+ 80.62 | 20.59 | 15.59 | 1.45 | Evaluated earlier.
+ 80.62 | 20.59 | 14.93 | 1.42 | Evaluated earlier.
+ 80.62 | 20.59 | 14.26 | 1.43 | Evaluated earlier.
+ 80.62 | 20.59 | 13.59 | 1.49 | Evaluated earlier.
+ 80.62 | 20.59 | 12.93 | 1.55 | Evaluated earlier.
+ 80.62 | 20.59 | 12.26 | 1.65 | Evaluated earlier.
+ 80.62 | 20.59 | 11.59 | 2.00 | Evaluated earlier.
+ 80.62 | 21.16 | 18.16 | 1.68 | Evaluated earlier.
+ 80.62 | 21.16 | 17.49 | 1.60 | Evaluated earlier.
+ 80.62 | 21.16 | 16.83 | 1.53 | Evaluated earlier.
+ 80.62 | 21.16 | 16.16 | 1.46 | Evaluated earlier.
+ 80.62 | 21.16 | 15.49 | 1.42 | Evaluated earlier.
+ 80.62 | 21.16 | 14.83 | 1.42 | Evaluated earlier.
+ 80.62 | 21.16 | 14.16 | 1.47 | Evaluated earlier.
+ 80.62 | 21.16 | 13.49 | 1.55 | Evaluated earlier.
+ 80.62 | 21.16 | 12.83 | 1.64 | Evaluated earlier.
+ 80.62 | 21.16 | 12.16 | 1.98 | Evaluated earlier.
+ 80.62 | 21.72 | 18.72 | 1.69 | Evaluated earlier.
+ 80.62 | 21.72 | 18.06 | 1.61 | Evaluated earlier.
+ 80.62 | 21.72 | 17.39 | 1.54 | Evaluated earlier.
+ 80.62 | 21.72 | 16.72 | 1.47 | Evaluated earlier.
+ 80.62 | 21.72 | 16.06 | 1.43 | Evaluated earlier.
+ 80.62 | 21.72 | 15.39 | 1.41 | Evaluated earlier.
+ 80.62 | 21.72 | 14.72 | 1.45 | Evaluated earlier.
+ 80.62 | 21.72 | 14.06 | 1.55 | Evaluated earlier.
+ 80.62 | 21.72 | 13.39 | 1.64 | Evaluated earlier.
+ 80.62 | 21.72 | 12.72 | 1.96 | Evaluated earlier.
+ 80.62 | 22.29 | 19.29 | 1.70 | Evaluated earlier.
+ 80.62 | 22.29 | 18.62 | 1.63 | Evaluated earlier.
+ 80.62 | 22.29 | 17.95 | 1.55 | Evaluated earlier.
+ 80.62 | 22.29 | 17.29 | 1.48 | Evaluated earlier.
+ 80.62 | 22.29 | 16.62 | 1.43 | Evaluated earlier.
+ 80.62 | 22.29 | 15.95 | 1.41 | Evaluated earlier.
+ 80.62 | 22.29 | 15.29 | 1.44 | Evaluated earlier.
+ 80.62 | 22.29 | 14.62 | 1.54 | Evaluated earlier.
+ 80.62 | 22.29 | 13.95 | 1.64 | Evaluated earlier.
+ 80.62 | 22.29 | 13.29 | 1.94 | Evaluated earlier.
+ 80.62 | 22.85 | 19.85 | 1.72 | Evaluated earlier.
+ 80.62 | 22.85 | 19.18 | 1.64 | Evaluated earlier.
+ 80.62 | 22.85 | 18.52 | 1.56 | Evaluated earlier.
+ 80.62 | 22.85 | 17.85 | 1.49 | Evaluated earlier.
+ 80.62 | 22.85 | 17.18 | 1.44 | Evaluated earlier.
+ 80.62 | 22.85 | 16.52 | 1.40 | Evaluated earlier.
+ 80.62 | 22.85 | 15.85 | 1.43 | Evaluated earlier.
+ 80.62 | 22.85 | 15.18 | 1.52 | Evaluated earlier.
+ 80.62 | 22.85 | 14.52 | 1.64 | Evaluated earlier.
+ 80.62 | 22.85 | 13.85 | 1.92 | Evaluated earlier.
+ 80.62 | 23.41 | 20.41 | 1.73 | Evaluated earlier.
+ 80.62 | 23.41 | 19.75 | 1.65 | Evaluated earlier.
+ 80.62 | 23.41 | 19.08 | 1.58 | Evaluated earlier.
+ 80.62 | 23.41 | 18.41 | 1.50 | Evaluated earlier.
+ 80.62 | 23.41 | 17.75 | 1.45 | Evaluated earlier.
+ 80.62 | 23.41 | 17.08 | 1.42 | Evaluated earlier.
+ 80.62 | 23.41 | 16.41 | 1.42 | Evaluated earlier.
+ 80.62 | 23.41 | 15.75 | 1.51 | Evaluated earlier.
+ 80.62 | 23.41 | 15.08 | 1.64 | Evaluated earlier.
+ 80.62 | 23.41 | 14.41 | 1.90 | Evaluated earlier.
+ 80.62 | 23.98 | 20.98 | 1.75 | Evaluated earlier.
+ 80.62 | 23.98 | 20.31 | 1.67 | Evaluated earlier.
+ 80.62 | 23.98 | 19.65 | 1.59 | Evaluated earlier.
+ 80.62 | 23.98 | 18.98 | 1.52 | Evaluated earlier.
+ 80.62 | 23.98 | 18.31 | 1.46 | Evaluated earlier.
+ 80.62 | 23.98 | 17.65 | 1.43 | Evaluated earlier.
+ 80.62 | 23.98 | 16.98 | 1.42 | Evaluated earlier.
+ 80.62 | 23.98 | 16.31 | 1.49 | Evaluated earlier.
+ 80.62 | 23.98 | 15.65 | 1.64 | Evaluated earlier.
+ 80.62 | 23.98 | 14.98 | 1.89 | Evaluated earlier.
+ 80.62 | 24.54 | 21.54 | 1.76 | Evaluated earlier.
+ 80.62 | 24.54 | 20.88 | 1.68 | Evaluated earlier.
+ 80.62 | 24.54 | 20.21 | 1.60 | Evaluated earlier.
+ 80.62 | 24.54 | 19.54 | 1.53 | Evaluated earlier.
+ 80.62 | 24.54 | 18.88 | 1.47 | Evaluated earlier.
+ 80.62 | 24.54 | 18.21 | 1.43 | Evaluated earlier.
+ 80.62 | 24.54 | 17.54 | 1.42 | Evaluated earlier.
+ 80.62 | 24.54 | 16.88 | 1.48 | Evaluated earlier.
+ 80.62 | 24.54 | 16.21 | 1.64 | Evaluated earlier.
+ 80.62 | 24.54 | 15.54 | 1.89 | Evaluated earlier.
+ 80.62 | 25.11 | 22.11 | 1.78 | Evaluated earlier.
+ 80.62 | 25.11 | 21.44 | 1.70 | Evaluated earlier.
+ 80.62 | 25.11 | 20.77 | 1.62 | Evaluated earlier.
+ 80.62 | 25.11 | 20.11 | 1.54 | Evaluated earlier.
+ 80.62 | 25.11 | 19.44 | 1.48 | Evaluated earlier.
+ 80.62 | 25.11 | 18.77 | 1.44 | Evaluated earlier.
+ 80.62 | 25.11 | 18.11 | 1.41 | Evaluated earlier.
+ 80.62 | 25.11 | 17.44 | 1.47 | Evaluated earlier.
+ 80.62 | 25.11 | 16.77 | 1.63 | Evaluated earlier.
+ 80.62 | 25.11 | 16.11 | 1.88 | Evaluated earlier.
+ ---------|---------|---------|---------|
+ 81.22 | 20.03 | 17.03 | 1.60 | Evaluated earlier.
+ 81.22 | 20.03 | 16.36 | 1.53 | Evaluated earlier.
+ 81.22 | 20.03 | 15.70 | 1.45 | Evaluated earlier.
+ 81.22 | 20.03 | 15.03 | 1.41 | Evaluated earlier.
+ 81.22 | 20.03 | 14.36 | 1.42 | Evaluated earlier.
+ 81.22 | 20.03 | 13.70 | 1.46 | Evaluated earlier.
+ 81.22 | 20.03 | 13.03 | 1.50 | Evaluated earlier.
+ 81.22 | 20.03 | 12.36 | 1.54 | Evaluated earlier.
+ 81.22 | 20.03 | 11.70 | 1.70 | Evaluated earlier.
+ 81.22 | 20.03 | 11.03 | 2.18 | Evaluated earlier.
+ 81.22 | 20.59 | 17.59 | 1.61 | Evaluated earlier.
+ 81.22 | 20.59 | 16.93 | 1.54 | Evaluated earlier.
+ 81.22 | 20.59 | 16.26 | 1.46 | Evaluated earlier.
+ 81.22 | 20.59 | 15.59 | 1.40 | Evaluated earlier.
+ 81.22 | 20.59 | 14.93 | 1.40 | Evaluated earlier.
+ 81.22 | 20.59 | 14.26 | 1.44 | Evaluated earlier.
+ 81.22 | 20.59 | 13.59 | 1.50 | Evaluated earlier.
+ 81.22 | 20.59 | 12.93 | 1.54 | Evaluated earlier.
+ 81.22 | 20.59 | 12.26 | 1.69 | Evaluated earlier.
+ 81.22 | 20.59 | 11.59 | 2.15 | Evaluated earlier.
+ 81.22 | 21.16 | 18.16 | 1.62 | Evaluated earlier.
+ 81.22 | 21.16 | 17.49 | 1.55 | Evaluated earlier.
+ 81.22 | 21.16 | 16.83 | 1.47 | Evaluated earlier.
+ 81.22 | 21.16 | 16.16 | 1.41 | Evaluated earlier.
+ 81.22 | 21.16 | 15.49 | 1.39 | Evaluated earlier.
+ 81.22 | 21.16 | 14.83 | 1.42 | Evaluated earlier.
+ 81.22 | 21.16 | 14.16 | 1.50 | Evaluated earlier.
+ 81.22 | 21.16 | 13.49 | 1.54 | Evaluated earlier.
+ 81.22 | 21.16 | 12.83 | 1.67 | Evaluated earlier.
+ 81.22 | 21.16 | 12.16 | 2.12 | Evaluated earlier.
+ 81.22 | 21.72 | 18.72 | 1.63 | Evaluated earlier.
+ 81.22 | 21.72 | 18.06 | 1.56 | Evaluated earlier.
+ 81.22 | 21.72 | 17.39 | 1.49 | Evaluated earlier.
+ 81.22 | 21.72 | 16.72 | 1.41 | Evaluated earlier.
+ 81.22 | 21.72 | 16.06 | 1.38 | Evaluated earlier.
+ 81.22 | 21.72 | 15.39 | 1.41 | Evaluated earlier.
+ 81.22 | 21.72 | 14.72 | 1.47 | Evaluated earlier.
+ 81.22 | 21.72 | 14.06 | 1.54 | Evaluated earlier.
+ 81.22 | 21.72 | 13.39 | 1.66 | Evaluated earlier.
+ 81.22 | 21.72 | 12.72 | 2.10 | Evaluated earlier.
+ 81.22 | 22.29 | 19.29 | 1.64 | Evaluated earlier.
+ 81.22 | 22.29 | 18.62 | 1.57 | Evaluated earlier.
+ 81.22 | 22.29 | 17.95 | 1.50 | Evaluated earlier.
+ 81.22 | 22.29 | 17.29 | 1.43 | Evaluated earlier.
+ 81.22 | 22.29 | 16.62 | 1.38 | Evaluated earlier.
+ 81.22 | 22.29 | 15.95 | 1.40 | Evaluated earlier.
+ 81.22 | 22.29 | 15.29 | 1.45 | Evaluated earlier.
+ 81.22 | 22.29 | 14.62 | 1.54 | Evaluated earlier.
+ 81.22 | 22.29 | 13.95 | 1.65 | Evaluated earlier.
+ 81.22 | 22.29 | 13.29 | 2.07 | Evaluated earlier.
+ 81.22 | 22.85 | 19.85 | 1.66 | Evaluated earlier.
+ 81.22 | 22.85 | 19.18 | 1.58 | Evaluated earlier.
+ 81.22 | 22.85 | 18.52 | 1.51 | Evaluated earlier.
+ 81.22 | 22.85 | 17.85 | 1.44 | Evaluated earlier.
+ 81.22 | 22.85 | 17.18 | 1.39 | Evaluated earlier.
+ 81.22 | 22.85 | 16.52 | 1.39 | Evaluated earlier.
+ 81.22 | 22.85 | 15.85 | 1.44 | Evaluated earlier.
+ 81.22 | 22.85 | 15.18 | 1.53 | Evaluated earlier.
+ 81.22 | 22.85 | 14.52 | 1.65 | Evaluated earlier.
+ 81.22 | 22.85 | 13.85 | 2.05 | Evaluated earlier.
+ 81.22 | 23.41 | 20.41 | 1.67 | Evaluated earlier.
+ 81.22 | 23.41 | 19.75 | 1.59 | Evaluated earlier.
+ 81.22 | 23.41 | 19.08 | 1.52 | Evaluated earlier.
+ 81.22 | 23.41 | 18.41 | 1.45 | Evaluated earlier.
+ 81.22 | 23.41 | 17.75 | 1.39 | Evaluated earlier.
+ 81.22 | 23.41 | 17.08 | 1.38 | Evaluated earlier.
+ 81.22 | 23.41 | 16.41 | 1.43 | Evaluated earlier.
+ 81.22 | 23.41 | 15.75 | 1.53 | Evaluated earlier.
+ 81.22 | 23.41 | 15.08 | 1.64 | Evaluated earlier.
+ 81.22 | 23.41 | 14.41 | 2.03 | Evaluated earlier.
+ 81.22 | 23.98 | 20.98 | 1.68 | Evaluated earlier.
+ 81.22 | 23.98 | 20.31 | 1.61 | Evaluated earlier.
+ 81.22 | 23.98 | 19.65 | 1.53 | Evaluated earlier.
+ 81.22 | 23.98 | 18.98 | 1.46 | Evaluated earlier.
+ 81.22 | 23.98 | 18.31 | 1.40 | Evaluated earlier.
+ 81.22 | 23.98 | 17.65 | 1.38 | Evaluated earlier.
+ 81.22 | 23.98 | 16.98 | 1.42 | Evaluated earlier.
+ 81.22 | 23.98 | 16.31 | 1.53 | Evaluated earlier.
+ 81.22 | 23.98 | 15.65 | 1.64 | Evaluated earlier.
+ 81.22 | 23.98 | 14.98 | 2.00 | Evaluated earlier.
+ 81.22 | 24.54 | 21.54 | 1.70 | Evaluated earlier.
+ 81.22 | 24.54 | 20.88 | 1.62 | Evaluated earlier.
+ 81.22 | 24.54 | 20.21 | 1.55 | Evaluated earlier.
+ 81.22 | 24.54 | 19.54 | 1.48 | Evaluated earlier.
+ 81.22 | 24.54 | 18.88 | 1.41 | Evaluated earlier.
+ 81.22 | 24.54 | 18.21 | 1.39 | Evaluated earlier.
+ 81.22 | 24.54 | 17.54 | 1.41 | Evaluated earlier.
+ 81.22 | 24.54 | 16.88 | 1.51 | Evaluated earlier.
+ 81.22 | 24.54 | 16.21 | 1.65 | Evaluated earlier.
+ 81.22 | 24.54 | 15.54 | 1.98 | Evaluated earlier.
+ 81.22 | 25.11 | 22.11 | 1.71 | Evaluated earlier.
+ 81.22 | 25.11 | 21.44 | 1.64 | Evaluated earlier.
+ 81.22 | 25.11 | 20.77 | 1.56 | Evaluated earlier.
+ 81.22 | 25.11 | 20.11 | 1.49 | Evaluated earlier.
+ 81.22 | 25.11 | 19.44 | 1.43 | Evaluated earlier.
+ 81.22 | 25.11 | 18.77 | 1.40 | Evaluated earlier.
+ 81.22 | 25.11 | 18.11 | 1.41 | Evaluated earlier.
+ 81.22 | 25.11 | 17.44 | 1.50 | Evaluated earlier.
+ 81.22 | 25.11 | 16.77 | 1.65 | Evaluated earlier.
+ 81.22 | 25.11 | 16.11 | 1.96 | Evaluated earlier.
+ ---------|---------|---------|---------|
+ 81.81 | 20.03 | 17.03 | 1.55 | Evaluated earlier.
+ 81.81 | 20.03 | 16.36 | 1.48 | Evaluated earlier.
+ 81.81 | 20.03 | 15.70 | 1.42 | Evaluated earlier.
+ 81.81 | 20.03 | 15.03 | 1.40 | Evaluated earlier.
+ 81.81 | 20.03 | 14.36 | 1.41 | Evaluated earlier.
+ 81.81 | 20.03 | 13.70 | 1.46 | Evaluated earlier.
+ 81.81 | 20.03 | 13.03 | 1.48 | Evaluated earlier.
+ 81.81 | 20.03 | 12.36 | 1.56 | Evaluated earlier.
+ 81.81 | 20.03 | 11.70 | 1.76 | Evaluated earlier.
+ 81.81 | 20.03 | 11.03 | 2.38 | Evaluated earlier.
+ 81.81 | 20.59 | 17.59 | 1.56 | Evaluated earlier.
+ 81.81 | 20.59 | 16.93 | 1.49 | Evaluated earlier.
+ 81.81 | 20.59 | 16.26 | 1.43 | Evaluated earlier.
+ 81.81 | 20.59 | 15.59 | 1.39 | Evaluated earlier.
+ 81.81 | 20.59 | 14.93 | 1.40 | Evaluated earlier.
+ 81.81 | 20.59 | 14.26 | 1.45 | Evaluated earlier.
+ 81.81 | 20.59 | 13.59 | 1.48 | Evaluated earlier.
+ 81.81 | 20.59 | 12.93 | 1.55 | Evaluated earlier.
+ 81.81 | 20.59 | 12.26 | 1.74 | Evaluated earlier.
+ 81.81 | 20.59 | 11.59 | 2.34 | Evaluated earlier.
+ 81.81 | 21.16 | 18.16 | 1.57 | Evaluated earlier.
+ 81.81 | 21.16 | 17.49 | 1.50 | Evaluated earlier.
+ 81.81 | 21.16 | 16.83 | 1.43 | Evaluated earlier.
+ 81.81 | 21.16 | 16.16 | 1.39 | Evaluated earlier.
+ 81.81 | 21.16 | 15.49 | 1.38 | Evaluated earlier.
+ 81.81 | 21.16 | 14.83 | 1.43 | Evaluated earlier.
+ 81.81 | 21.16 | 14.16 | 1.47 | Evaluated earlier.
+ 81.81 | 21.16 | 13.49 | 1.54 | Evaluated earlier.
+ 81.81 | 21.16 | 12.83 | 1.73 | Evaluated earlier.
+ 81.81 | 21.16 | 12.16 | 2.31 | Evaluated earlier.
+ 81.81 | 21.72 | 18.72 | 1.58 | Evaluated earlier.
+ 81.81 | 21.72 | 18.06 | 1.51 | Evaluated earlier.
+ 81.81 | 21.72 | 17.39 | 1.44 | Evaluated earlier.
+ 81.81 | 21.72 | 16.72 | 1.38 | Evaluated earlier.
+ 81.81 | 21.72 | 16.06 | 1.37 | Evaluated earlier.
+ 81.81 | 21.72 | 15.39 | 1.41 | Evaluated earlier.
+ 81.81 | 21.72 | 14.72 | 1.47 | Evaluated earlier.
+ 81.81 | 21.72 | 14.06 | 1.53 | Evaluated earlier.
+ 81.81 | 21.72 | 13.39 | 1.71 | Evaluated earlier.
+ 81.81 | 21.72 | 12.72 | 2.28 | Evaluated earlier.
+ 81.81 | 22.29 | 19.29 | 1.59 | Evaluated earlier.
+ 81.81 | 22.29 | 18.62 | 1.52 | Evaluated earlier.
+ 81.81 | 22.29 | 17.95 | 1.45 | Evaluated earlier.
+ 81.81 | 22.29 | 17.29 | 1.39 | Evaluated earlier.
+ 81.81 | 22.29 | 16.62 | 1.36 | Evaluated earlier.
+ 81.81 | 22.29 | 15.95 | 1.40 | Evaluated earlier.
+ 81.81 | 22.29 | 15.29 | 1.47 | Evaluated earlier.
+ 81.81 | 22.29 | 14.62 | 1.53 | Evaluated earlier.
+ 81.81 | 22.29 | 13.95 | 1.70 | Evaluated earlier.
+ 81.81 | 22.29 | 13.29 | 2.25 | Evaluated earlier.
+ 81.81 | 22.85 | 19.85 | 1.60 | Evaluated earlier.
+ 81.81 | 22.85 | 19.18 | 1.53 | Evaluated earlier.
+ 81.81 | 22.85 | 18.52 | 1.46 | Evaluated earlier.
+ 81.81 | 22.85 | 17.85 | 1.39 | Evaluated earlier.
+ 81.81 | 22.85 | 17.18 | 1.36 | Evaluated earlier.
+ 81.81 | 22.85 | 16.52 | 1.38 | Evaluated earlier.
+ 81.81 | 22.85 | 15.85 | 1.47 | Evaluated earlier.
+ 81.81 | 22.85 | 15.18 | 1.53 | Evaluated earlier.
+ 81.81 | 22.85 | 14.52 | 1.69 | Evaluated earlier.
+ 81.81 | 22.85 | 13.85 | 2.22 | Evaluated earlier.
+ 81.81 | 23.41 | 20.41 | 1.62 | Evaluated earlier.
+ 81.81 | 23.41 | 19.75 | 1.54 | Evaluated earlier.
+ 81.81 | 23.41 | 19.08 | 1.47 | Evaluated earlier.
+ 81.81 | 23.41 | 18.41 | 1.41 | Evaluated earlier.
+ 81.81 | 23.41 | 17.75 | 1.35 | Evaluated earlier.
+ 81.81 | 23.41 | 17.08 | 1.37 | Evaluated earlier.
+ 81.81 | 23.41 | 16.41 | 1.45 | Evaluated earlier.
+ 81.81 | 23.41 | 15.75 | 1.53 | Evaluated earlier.
+ 81.81 | 23.41 | 15.08 | 1.68 | Evaluated earlier.
+ 81.81 | 23.41 | 14.41 | 2.19 | Evaluated earlier.
+ 81.81 | 23.98 | 20.98 | 1.63 | Evaluated earlier.
+ 81.81 | 23.98 | 20.31 | 1.55 | Evaluated earlier.
+ 81.81 | 23.98 | 19.65 | 1.49 | Evaluated earlier.
+ 81.81 | 23.98 | 18.98 | 1.42 | Evaluated earlier.
+ 81.81 | 23.98 | 18.31 | 1.37 | Evaluated earlier.
+ 81.81 | 23.98 | 17.65 | 1.37 | Evaluated earlier.
+ 81.81 | 23.98 | 16.98 | 1.43 | Evaluated earlier.
+ 81.81 | 23.98 | 16.31 | 1.53 | Evaluated earlier.
+ 81.81 | 23.98 | 15.65 | 1.67 | Evaluated earlier.
+ 81.81 | 23.98 | 14.98 | 2.16 | Evaluated earlier.
+ 81.81 | 24.54 | 21.54 | 1.64 | Evaluated earlier.
+ 81.81 | 24.54 | 20.88 | 1.57 | Evaluated earlier.
+ 81.81 | 24.54 | 20.21 | 1.50 | Evaluated earlier.
+ 81.81 | 24.54 | 19.54 | 1.43 | Evaluated earlier.
+ 81.81 | 24.54 | 18.88 | 1.38 | Evaluated earlier.
+ 81.81 | 24.54 | 18.21 | 1.36 | Evaluated earlier.
+ 81.81 | 24.54 | 17.54 | 1.42 | Evaluated earlier.
+ 81.81 | 24.54 | 16.88 | 1.52 | Evaluated earlier.
+ 81.81 | 24.54 | 16.21 | 1.66 | Evaluated earlier.
+ 81.81 | 24.54 | 15.54 | 2.14 | Evaluated earlier.
+ 81.81 | 25.11 | 22.11 | 1.66 | Evaluated earlier.
+ 81.81 | 25.11 | 21.44 | 1.58 | Evaluated earlier.
+ 81.81 | 25.11 | 20.77 | 1.51 | Evaluated earlier.
+ 81.81 | 25.11 | 20.11 | 1.44 | Evaluated earlier.
+ 81.81 | 25.11 | 19.44 | 1.38 | Evaluated earlier.
+ 81.81 | 25.11 | 18.77 | 1.36 | Evaluated earlier.
+ 81.81 | 25.11 | 18.11 | 1.41 | Evaluated earlier.
+ 81.81 | 25.11 | 17.44 | 1.52 | Evaluated earlier.
+ 81.81 | 25.11 | 16.77 | 1.66 | Evaluated earlier.
+ 81.81 | 25.11 | 16.11 | 2.11 | Evaluated earlier.
+ ---------|---------|---------|---------|
+ 82.40 | 20.03 | 17.03 | 1.51 | Evaluated earlier.
+ 82.40 | 20.03 | 16.36 | 1.45 | Evaluated earlier.
+ 82.40 | 20.03 | 15.70 | 1.42 | Evaluated earlier.
+ 82.40 | 20.03 | 15.03 | 1.41 | Evaluated earlier.
+ 82.40 | 20.03 | 14.36 | 1.43 | Evaluated earlier.
+ 82.40 | 20.03 | 13.70 | 1.43 | Evaluated earlier.
+ 82.40 | 20.03 | 13.03 | 1.48 | Evaluated earlier.
+ 82.40 | 20.03 | 12.36 | 1.59 | Evaluated earlier.
+ 82.40 | 20.03 | 11.70 | 1.84 | Evaluated earlier.
+ 82.40 | 20.03 | 11.03 | 2.61 | Evaluated earlier.
+ 82.40 | 20.59 | 17.59 | 1.52 | Evaluated earlier.
+ 82.40 | 20.59 | 16.93 | 1.45 | Evaluated earlier.
+ 82.40 | 20.59 | 16.26 | 1.41 | Evaluated earlier.
+ 82.40 | 20.59 | 15.59 | 1.39 | Evaluated earlier.
+ 82.40 | 20.59 | 14.93 | 1.41 | Evaluated earlier.
+ 82.40 | 20.59 | 14.26 | 1.43 | Evaluated earlier.
+ 82.40 | 20.59 | 13.59 | 1.47 | Evaluated earlier.
+ 82.40 | 20.59 | 12.93 | 1.57 | Evaluated earlier.
+ 82.40 | 20.59 | 12.26 | 1.82 | Evaluated earlier.
+ 82.40 | 20.59 | 11.59 | 2.58 | Evaluated earlier.
+ 82.40 | 21.16 | 18.16 | 1.53 | Evaluated earlier.
+ 82.40 | 21.16 | 17.49 | 1.46 | Evaluated earlier.
+ 82.40 | 21.16 | 16.83 | 1.40 | Evaluated earlier.
+ 82.40 | 21.16 | 16.16 | 1.38 | Evaluated earlier.
+ 82.40 | 21.16 | 15.49 | 1.39 | Evaluated earlier.
+ 82.40 | 21.16 | 14.83 | 1.43 | Evaluated earlier.
+ 82.40 | 21.16 | 14.16 | 1.46 | Evaluated earlier.
+ 82.40 | 21.16 | 13.49 | 1.56 | Evaluated earlier.
+ 82.40 | 21.16 | 12.83 | 1.80 | Evaluated earlier.
+ 82.40 | 21.16 | 12.16 | 2.56 | Evaluated earlier.
+ 82.40 | 21.72 | 18.72 | 1.54 | Evaluated earlier.
+ 82.40 | 21.72 | 18.06 | 1.47 | Evaluated earlier.
+ 82.40 | 21.72 | 17.39 | 1.41 | Evaluated earlier.
+ 82.40 | 21.72 | 16.72 | 1.38 | Evaluated earlier.
+ 82.40 | 21.72 | 16.06 | 1.37 | Evaluated earlier.
+ 82.40 | 21.72 | 15.39 | 1.43 | Evaluated earlier.
+ 82.40 | 21.72 | 14.72 | 1.46 | Evaluated earlier.
+ 82.40 | 21.72 | 14.06 | 1.55 | Evaluated earlier.
+ 82.40 | 21.72 | 13.39 | 1.79 | Evaluated earlier.
+ 82.40 | 21.72 | 12.72 | 2.52 | Evaluated earlier.
+ 82.40 | 22.29 | 19.29 | 1.55 | Evaluated earlier.
+ 82.40 | 22.29 | 18.62 | 1.48 | Evaluated earlier.
+ 82.40 | 22.29 | 17.95 | 1.41 | Evaluated earlier.
+ 82.40 | 22.29 | 17.29 | 1.37 | Evaluated earlier.
+ 82.40 | 22.29 | 16.62 | 1.36 | Evaluated earlier.
+ 82.40 | 22.29 | 15.95 | 1.41 | Evaluated earlier.
+ 82.40 | 22.29 | 15.29 | 1.46 | Evaluated earlier.
+ 82.40 | 22.29 | 14.62 | 1.54 | Evaluated earlier.
+ 82.40 | 22.29 | 13.95 | 1.77 | Evaluated earlier.
+ 82.40 | 22.29 | 13.29 | 2.49 | Evaluated earlier.
+ 82.40 | 22.85 | 19.85 | 1.56 | Evaluated earlier.
+ 82.40 | 22.85 | 19.18 | 1.49 | Evaluated earlier.
+ 82.40 | 22.85 | 18.52 | 1.42 | Evaluated earlier.
+ 82.40 | 22.85 | 17.85 | 1.37 | Evaluated earlier.
+ 82.40 | 22.85 | 17.18 | 1.36 | Evaluated earlier.
+ 82.40 | 22.85 | 16.52 | 1.39 | Evaluated earlier.
+ 82.40 | 22.85 | 15.85 | 1.46 | Evaluated earlier.
+ 82.40 | 22.85 | 15.18 | 1.53 | Evaluated earlier.
+ 82.40 | 22.85 | 14.52 | 1.76 | Evaluated earlier.
+ 82.40 | 22.85 | 13.85 | 2.45 | Evaluated earlier.
+ 82.40 | 23.41 | 20.41 | 1.57 | Evaluated earlier.
+ 82.40 | 23.41 | 19.75 | 1.50 | Evaluated earlier.
+ 82.40 | 23.41 | 19.08 | 1.43 | Evaluated earlier.
+ 82.40 | 23.41 | 18.41 | 1.38 | Evaluated earlier.
+ 82.40 | 23.41 | 17.75 | 1.35 | Evaluated earlier.
+ 82.40 | 23.41 | 17.08 | 1.38 | Evaluated earlier.
+ 82.40 | 23.41 | 16.41 | 1.45 | Evaluated earlier.
+ 82.40 | 23.41 | 15.75 | 1.53 | Evaluated earlier.
+ 82.40 | 23.41 | 15.08 | 1.74 | Evaluated earlier.
+ 82.40 | 23.41 | 14.41 | 2.42 | Evaluated earlier.
+ 82.40 | 23.98 | 20.98 | 1.58 | Evaluated earlier.
+ 82.40 | 23.98 | 20.31 | 1.51 | Evaluated earlier.
+ 82.40 | 23.98 | 19.65 | 1.44 | Evaluated earlier.
+ 82.40 | 23.98 | 18.98 | 1.38 | Evaluated earlier.
+ 82.40 | 23.98 | 18.31 | 1.35 | Evaluated earlier.
+ 82.40 | 23.98 | 17.65 | 1.37 | Evaluated earlier.
+ 82.40 | 23.98 | 16.98 | 1.46 | Evaluated earlier.
+ 82.40 | 23.98 | 16.31 | 1.53 | Evaluated earlier.
+ 82.40 | 23.98 | 15.65 | 1.73 | Evaluated earlier.
+ 82.40 | 23.98 | 14.98 | 2.38 | Evaluated earlier.
+ 82.40 | 24.54 | 21.54 | 1.59 | Evaluated earlier.
+ 82.40 | 24.54 | 20.88 | 1.52 | Evaluated earlier.
+ 82.40 | 24.54 | 20.21 | 1.46 | Evaluated earlier.
+ 82.40 | 24.54 | 19.54 | 1.39 | Evaluated earlier.
+ 82.40 | 24.54 | 18.88 | 1.35 | Evaluated earlier.
+ 82.40 | 24.54 | 18.21 | 1.36 | Evaluated earlier.
+ 82.40 | 24.54 | 17.54 | 1.45 | Evaluated earlier.
+ 82.40 | 24.54 | 16.88 | 1.53 | Evaluated earlier.
+ 82.40 | 24.54 | 16.21 | 1.71 | Evaluated earlier.
+ 82.40 | 24.54 | 15.54 | 2.35 | Evaluated earlier.
+ 82.40 | 25.11 | 22.11 | 1.61 | Evaluated earlier.
+ 82.40 | 25.11 | 21.44 | 1.53 | Evaluated earlier.
+ 82.40 | 25.11 | 20.77 | 1.47 | Evaluated earlier.
+ 82.40 | 25.11 | 20.11 | 1.40 | Evaluated earlier.
+ 82.40 | 25.11 | 19.44 | 1.35 | Evaluated earlier.
+ 82.40 | 25.11 | 18.77 | 1.35 | Evaluated earlier.
+ 82.40 | 25.11 | 18.11 | 1.43 | Evaluated earlier.
+ 82.40 | 25.11 | 17.44 | 1.53 | Evaluated earlier.
+ 82.40 | 25.11 | 16.77 | 1.70 | Evaluated earlier.
+ 82.40 | 25.11 | 16.11 | 2.32 | Evaluated earlier.
+ ---------|---------|---------|---------|
+ 82.99 | 20.03 | 17.03 | 1.48 |
+ ---------|---------|---------|---------|
+ 82.99 | 20.03 | 16.36 | 1.44 |
+ ---------|---------|---------|---------|
+ 82.99 | 20.03 | 15.70 | 1.42 |
+ ---------|---------|---------|---------|
+ 82.99 | 20.03 | 15.03 | 1.43 |
+ ---------|---------|---------|---------|
+ 82.99 | 20.03 | 14.36 | 1.41 |
+ ---------|---------|---------|---------|
+ 82.99 | 20.03 | 13.70 | 1.42 |
+ ---------|---------|---------|---------|
+ 82.99 | 20.03 | 13.03 | 1.49 |
+ ---------|---------|---------|---------|
+ 82.99 | 20.03 | 12.36 | 1.62 |
+ ---------|---------|---------|---------|
+ 82.99 | 20.03 | 11.70 | 1.94 |
+ ---------|---------|---------|---------|
+ 82.99 | 20.03 | 11.03 | 2.95 |
+ ---------|---------|---------|---------|
+ 82.99 | 20.59 | 17.59 | 1.48 |
+ ---------|---------|---------|---------|
+ 82.99 | 20.59 | 16.93 | 1.43 |
+ ---------|---------|---------|---------|
+ 82.99 | 20.59 | 16.26 | 1.41 |
+ ---------|---------|---------|---------|
+ 82.99 | 20.59 | 15.59 | 1.41 |
+ ---------|---------|---------|---------|
+ 82.99 | 20.59 | 14.93 | 1.41 |
+ ---------|---------|---------|---------|
+ 82.99 | 20.59 | 14.26 | 1.41 |
+ ---------|---------|---------|---------|
+ 82.99 | 20.59 | 13.59 | 1.47 |
+ ---------|---------|---------|---------|
+ 82.99 | 20.59 | 12.93 | 1.61 |
+ ---------|---------|---------|---------|
+ 82.99 | 20.59 | 12.26 | 1.92 |
+ ---------|---------|---------|---------|
+ 82.99 | 20.59 | 11.59 | 2.90 |
+ ---------|---------|---------|---------|
+ 82.99 | 21.16 | 18.16 | 1.49 |
+ ---------|---------|---------|---------|
+ 82.99 | 21.16 | 17.49 | 1.43 |
+ ---------|---------|---------|---------|
+ 82.99 | 21.16 | 16.83 | 1.40 |
+ ---------|---------|---------|---------|
+ 82.99 | 21.16 | 16.16 | 1.39 |
+ ---------|---------|---------|---------|
+ 82.99 | 21.16 | 15.49 | 1.41 |
+ ---------|---------|---------|---------|
+ 82.99 | 21.16 | 14.83 | 1.40 |
+ ---------|---------|---------|---------|
+ 82.99 | 21.16 | 14.16 | 1.46 |
+ ---------|---------|---------|---------|
+ 82.99 | 21.16 | 13.49 | 1.60 |
+ ---------|---------|---------|---------|
+ 82.99 | 21.16 | 12.83 | 1.90 |
+ ---------|---------|---------|---------|
+ 82.99 | 21.16 | 12.16 | 2.86 |
+ ---------|---------|---------|---------|
+ 82.99 | 21.72 | 18.72 | 1.50 |
+ ---------|---------|---------|---------|
+ 82.99 | 21.72 | 18.06 | 1.43 |
+ ---------|---------|---------|---------|
+ 82.99 | 21.72 | 17.39 | 1.40 |
+ ---------|---------|---------|---------|
+ 82.99 | 21.72 | 16.72 | 1.38 |
+ ---------|---------|---------|---------|
+ 82.99 | 21.72 | 16.06 | 1.39 |
+ ---------|---------|---------|---------|
+ 82.99 | 21.72 | 15.39 | 1.40 |
+ ---------|---------|---------|---------|
+ 82.99 | 21.72 | 14.72 | 1.45 |
+ ---------|---------|---------|---------|
+ 82.99 | 21.72 | 14.06 | 1.58 |
+ ---------|---------|---------|---------|
+ 82.99 | 21.72 | 13.39 | 1.88 |
+ ---------|---------|---------|---------|
+ 82.99 | 21.72 | 12.72 | 2.81 |
+ ---------|---------|---------|---------|
+ 82.99 | 22.29 | 19.29 | 1.51 |
+ ---------|---------|---------|---------|
+ 82.99 | 22.29 | 18.62 | 1.44 |
+ ---------|---------|---------|---------|
+ 82.99 | 22.29 | 17.95 | 1.39 |
+ ---------|---------|---------|---------|
+ 82.99 | 22.29 | 17.29 | 1.37 |
+ ---------|---------|---------|---------|
+ 82.99 | 22.29 | 16.62 | 1.38 |
+ ---------|---------|---------|---------|
+ 82.99 | 22.29 | 15.95 | 1.40 |
+ ---------|---------|---------|---------|
+ 82.99 | 22.29 | 15.29 | 1.45 |
+ ---------|---------|---------|---------|
+ 82.99 | 22.29 | 14.62 | 1.57 |
+ ---------|---------|---------|---------|
+ 82.99 | 22.29 | 13.95 | 1.86 |
+ ---------|---------|---------|---------|
+ 82.99 | 22.29 | 13.29 | 2.77 |
+ ---------|---------|---------|---------|
+ 82.99 | 22.85 | 19.85 | 1.52 |
+ ---------|---------|---------|---------|
+ 82.99 | 22.85 | 19.18 | 1.45 |
+ ---------|---------|---------|---------|
+ 82.99 | 22.85 | 18.52 | 1.40 |
+ ---------|---------|---------|---------|
+ 82.99 | 22.85 | 17.85 | 1.37 |
+ ---------|---------|---------|---------|
+ 82.99 | 22.85 | 17.18 | 1.37 |
+ ---------|---------|---------|---------|
+ 82.99 | 22.85 | 16.52 | 1.41 |
+ ---------|---------|---------|---------|
+ 82.99 | 22.85 | 15.85 | 1.45 |
+ ---------|---------|---------|---------|
+ 82.99 | 22.85 | 15.18 | 1.56 |
+ ---------|---------|---------|---------|
+ 82.99 | 22.85 | 14.52 | 1.84 |
+ ---------|---------|---------|---------|
+ 82.99 | 22.85 | 13.85 | 2.72 |
+ ---------|---------|---------|---------|
+ 82.99 | 23.41 | 20.41 | 1.53 |
+ ---------|---------|---------|---------|
+ 82.99 | 23.41 | 19.75 | 1.46 |
+ ---------|---------|---------|---------|
+ 82.99 | 23.41 | 19.08 | 1.40 |
+ ---------|---------|---------|---------|
+ 82.99 | 23.41 | 18.41 | 1.36 |
+ ---------|---------|---------|---------|
+ 82.99 | 23.41 | 17.75 | 1.36 |
+ ---------|---------|---------|---------|
+ 82.99 | 23.41 | 17.08 | 1.40 |
+ ---------|---------|---------|---------|
+ 82.99 | 23.41 | 16.41 | 1.44 |
+ ---------|---------|---------|---------|
+ 82.99 | 23.41 | 15.75 | 1.55 |
+ ---------|---------|---------|---------|
+ 82.99 | 23.41 | 15.08 | 1.83 |
+ ---------|---------|---------|---------|
+ 82.99 | 23.41 | 14.41 | 2.68 |
+ ---------|---------|---------|---------|
+ 82.99 | 23.98 | 20.98 | 1.54 |
+ ---------|---------|---------|---------|
+ 82.99 | 23.98 | 20.31 | 1.47 |
+ ---------|---------|---------|---------|
+ 82.99 | 23.98 | 19.65 | 1.41 |
+ ---------|---------|---------|---------|
+ 82.99 | 23.98 | 18.98 | 1.36 |
+ ---------|---------|---------|---------|
+ 82.99 | 23.98 | 18.31 | 1.35 |
+ ---------|---------|---------|---------|
+ 82.99 | 23.98 | 17.65 | 1.38 |
+ ---------|---------|---------|---------|
+ 82.99 | 23.98 | 16.98 | 1.44 |
+ ---------|---------|---------|---------|
+ 82.99 | 23.98 | 16.31 | 1.54 |
+ ---------|---------|---------|---------|
+ 82.99 | 23.98 | 15.65 | 1.81 |
+ ---------|---------|---------|---------|
+ 82.99 | 23.98 | 14.98 | 2.64 |
+ ---------|---------|---------|---------|
+ 82.99 | 24.54 | 21.54 | 1.55 |
+ ---------|---------|---------|---------|
+ 82.99 | 24.54 | 20.88 | 1.48 |
+ ---------|---------|---------|---------|
+ 82.99 | 24.54 | 20.21 | 1.42 |
+ ---------|---------|---------|---------|
+ 82.99 | 24.54 | 19.54 | 1.37 |
+ ---------|---------|---------|---------|
+ 82.99 | 24.54 | 18.88 | 1.35 |
+ ---------|---------|---------|---------|
+ 82.99 | 24.54 | 18.21 | 1.37 |
+ ---------|---------|---------|---------|
+ 82.99 | 24.54 | 17.54 | 1.44 |
+ ---------|---------|---------|---------|
+ 82.99 | 24.54 | 16.88 | 1.54 |
+ ---------|---------|---------|---------|
+ 82.99 | 24.54 | 16.21 | 1.79 |
+ ---------|---------|---------|---------|
+ 82.99 | 24.54 | 15.54 | 2.62 |
+ ---------|---------|---------|---------|
+ 82.99 | 25.11 | 22.11 | 1.56 |
+ ---------|---------|---------|---------|
+ 82.99 | 25.11 | 21.44 | 1.49 |
+ ---------|---------|---------|---------|
+ 82.99 | 25.11 | 20.77 | 1.43 |
+ ---------|---------|---------|---------|
+ 82.99 | 25.11 | 20.11 | 1.38 |
+ ---------|---------|---------|---------|
+ 82.99 | 25.11 | 19.44 | 1.35 |
+ ---------|---------|---------|---------|
+ 82.99 | 25.11 | 18.77 | 1.36 |
+ ---------|---------|---------|---------|
+ 82.99 | 25.11 | 18.11 | 1.45 |
+ ---------|---------|---------|---------|
+ 82.99 | 25.11 | 17.44 | 1.53 |
+ ---------|---------|---------|---------|
+ 82.99 | 25.11 | 16.77 | 1.78 |
+ ---------|---------|---------|---------|
+ 82.99 | 25.11 | 16.11 | 2.59 |
+
+ Information on the critical circle : Fmin = 1.346
+ Calculation method used : Bishop - C phi
+ =============================================================================
+
+ X co-ordinate center point : 82.40 [m]
+ Y co-ordinate center point : 24.54 [m]
+ Radius of critical circle : 18.88 [m]
+
+ The center point of the critical circle is enclosed
+
+ Total driving moment : 4623.89 [kNm/m]
+ Driving moment free water : 0.00 [kNm/m]
+ Driving moment external loads : 402.11 [kNm/m]
+ Iterated resisting moment : 6225.00 [kNm/m]
+ Non-iterated resisting moment : 6111.46 [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 | 68.83 | 11.43 | 11.79 | 0.65 | -46.00 | 2.92 | 0.94 | 1.28 |
+ 2 | 69.25 | 11.01 | 11.81 | 0.19 | -44.18 | 2.92 | 0.26 | 1.28 |
+ 3 | 69.65 | 10.63 | 11.81 | 0.63 | -42.50 | -1.61 | 0.85 | 1.28 |
+ 4 | 70.28 | 10.08 | 11.79 | 0.63 | -39.96 | -1.61 | 0.82 | 1.28 |
+ 5 | 70.91 | 9.57 | 11.77 | 0.63 | -37.52 | -1.61 | 0.79 | 1.28 |
+ 6 | 71.54 | 9.11 | 11.75 | 0.63 | -35.15 | -1.61 | 0.77 | 1.28 |
+ 7 | 72.16 | 8.69 | 11.74 | 0.63 | -32.86 | -1.61 | 0.75 | 1.28 |
+ 8 | 72.85 | 8.27 | 11.64 | 0.75 | -30.41 | -13.34 | 0.86 | 1.28 |
+ 9 | 73.57 | 7.86 | 11.47 | 0.70 | -27.90 | -13.34 | 0.79 | 1.28 |
+ 10 | 74.27 | 7.51 | 11.30 | 0.70 | -25.53 | -13.34 | 0.77 | 1.28 |
+ 11 | 74.96 | 7.20 | 11.14 | 0.70 | -23.21 | -13.34 | 0.76 | 1.28 |
+ 12 | 75.66 | 6.92 | 10.97 | 0.70 | -20.93 | -13.34 | 0.75 | 1.28 |
+ 13 | 76.36 | 6.66 | 10.81 | 0.70 | -18.68 | -13.34 | 0.74 | 1.28 |
+ 14 | 77.05 | 6.44 | 10.64 | 0.70 | -16.46 | -13.34 | 0.73 | 1.28 |
+ 15 | 77.73 | 6.26 | 10.48 | 0.67 | -14.32 | -13.34 | 0.69 | 1.28 |
+ 16 | 78.40 | 6.10 | 10.32 | 0.67 | -12.24 | -13.34 | 0.68 | 1.28 |
+ 17 | 79.07 | 5.97 | 10.16 | 0.67 | -10.18 | -13.34 | 0.68 | 1.28 |
+ 18 | 79.63 | 5.87 | 10.03 | 0.46 | -8.44 | -13.34 | 0.47 | 1.28 |
+ 19 | 80.10 | 5.81 | 9.92 | 0.46 | -7.02 | -13.34 | 0.47 | 1.28 |
+ 20 | 80.66 | 5.75 | 9.79 | 0.66 | -5.30 | -13.34 | 0.67 | 1.28 |
+ 21 | 81.32 | 5.70 | 9.63 | 0.66 | -3.28 | -13.34 | 0.66 | 1.28 |
+ 22 | 81.98 | 5.67 | 9.47 | 0.66 | -1.27 | -13.34 | 0.66 | 1.28 |
+ 23 | 82.37 | 5.67 | 9.38 | 0.11 | -0.10 | -13.34 | 0.11 | 1.28 |
+ 24 | 82.73 | 5.67 | 9.30 | 0.60 | 0.98 | -13.34 | 0.60 | 1.28 |
+ 25 | 83.33 | 5.69 | 9.15 | 0.60 | 2.81 | -13.34 | 0.60 | 1.28 |
+ 26 | 83.93 | 5.73 | 9.01 | 0.60 | 4.65 | -13.34 | 0.60 | 1.28 |
+ 27 | 84.53 | 5.79 | 8.87 | 0.60 | 6.49 | -13.34 | 0.61 | 1.28 |
+ 28 | 85.14 | 5.87 | 8.72 | 0.60 | 8.33 | -13.34 | 0.61 | 1.28 |
+ 29 | 85.69 | 5.96 | 8.59 | 0.50 | 10.02 | -13.34 | 0.51 | 1.28 |
+ 30 | 86.18 | 6.05 | 8.48 | 0.50 | 11.56 | -13.34 | 0.51 | 1.28 |
+ 31 | 86.77 | 6.18 | 8.34 | 0.68 | 13.39 | -13.34 | 0.70 | 1.28 |
+ 32 | 87.46 | 6.36 | 8.17 | 0.68 | 15.53 | -13.34 | 0.71 | 1.28 |
+ 33 | 87.94 | 6.50 | 8.06 | 0.28 | 17.05 | -13.34 | 0.29 | 1.28 |
+ 34 | 88.25 | 6.60 | 7.99 | 0.35 | 18.05 | -13.34 | 0.37 | 1.28 |
+ 35 | 88.54 | 6.69 | 7.92 | 0.23 | 18.99 | -13.34 | 0.25 | 1.28 |
+ 36 | 88.96 | 6.84 | 7.82 | 0.60 | 20.33 | -13.34 | 0.64 | 1.28 |
+ 37 | 89.28 | 6.96 | 7.75 | 0.04 | 21.36 | -1.37 | 0.04 | 1.28 |
+ 38 | 89.39 | 7.01 | 7.74 | 0.19 | 21.73 | -1.37 | 0.21 | 1.28 |
+ 39 | 89.50 | 7.05 | 7.74 | 0.02 | 22.08 | -1.37 | 0.02 | 1.28 |
+ 40 | 89.86 | 7.21 | 7.73 | 0.72 | 23.29 | -1.37 | 0.78 | 1.21 |
+ 41 | 90.58 | 7.53 | 7.72 | 0.72 | 25.68 | -1.37 | 0.80 | 1.21 |
+
+ Slice| Phi | Sw surf| Fw hor.| Fw ver.| Weight | S-tot. | S-eff. |Sw-hydro|
+ | degree | [kN/m2]| [kN] | [kN] | [kN] | [kN/m2]| [kN/m2]| [kN/m2]|
+ -----|--------|--------|--------|--------|--------|--------|--------|--------|
+ 1 | 24.08 | 0.00 | 0.00 | -0.00 | 4.28 | 18.07 | 18.07 | 0.00 |
+ 2 | 24.08 | 0.00 | 0.00 | -0.00 | 2.78 | 24.76 | 14.09 | 0.89 |
+ 3 | 24.08 | 0.00 | -0.00 | -0.00 | 13.88 | 30.81 | 17.74 | 4.59 |
+ 4 | 24.08 | 0.00 | -0.00 | -0.00 | 20.30 | 39.81 | 22.86 | 9.97 |
+ 5 | 24.08 | 0.00 | -0.00 | -0.00 | 26.16 | 48.29 | 27.54 | 14.91 |
+ 6 | 24.08 | 0.00 | -0.00 | -0.00 | 31.52 | 56.20 | 31.83 | 19.43 |
+ 7 | 24.08 | 0.00 | -0.00 | -0.00 | 36.42 | 63.52 | 35.75 | 23.57 |
+ 8 | 24.08 | 0.00 | -0.00 | -0.00 | 47.98 | 69.39 | 38.18 | 27.69 |
+ 9 | 24.08 | 0.00 | -0.00 | -0.00 | 47.92 | 68.80 | 39.58 | 30.79 |
+ 10 | 24.08 | 0.00 | -0.00 | -0.00 | 50.37 | 72.32 | 41.04 | 32.54 |
+ 11 | 24.08 | 0.00 | -0.00 | -0.00 | 52.35 | 75.17 | 42.09 | 33.94 |
+ 12 | 24.08 | 0.00 | -0.00 | -0.00 | 53.89 | 77.38 | 42.78 | 35.01 |
+ 13 | 24.08 | 0.00 | -0.00 | -0.00 | 55.01 | 78.98 | 43.13 | 35.77 |
+ 14 | 24.08 | 0.00 | -0.00 | -0.00 | 55.72 | 80.01 | 43.15 | 36.24 |
+ 15 | 24.08 | 0.00 | -0.00 | -0.00 | 53.54 | 80.39 | 42.79 | 36.42 |
+ 16 | 24.08 | 0.00 | -0.00 | -0.00 | 53.39 | 80.17 | 42.10 | 36.34 |
+ 17 | 24.08 | 0.00 | -0.00 | -0.00 | 52.93 | 79.47 | 41.16 | 36.01 |
+ 18 | 24.08 | 0.00 | -0.00 | -0.00 | 36.44 | 78.53 | 40.20 | 35.56 |
+ 19 | 24.08 | 0.00 | -0.00 | -0.00 | 35.95 | 77.48 | 39.28 | 35.05 |
+ 20 | 24.08 | 0.00 | -0.00 | -0.00 | 50.29 | 75.88 | 38.02 | 34.25 |
+ 21 | 24.08 | 0.00 | -0.00 | -0.00 | 48.78 | 73.62 | 36.38 | 33.13 |
+ 22 | 24.08 | 0.00 | -0.00 | -0.00 | 46.98 | 70.90 | 34.59 | 31.77 |
+ 23 | 24.08 | 0.00 | -0.00 | -0.00 | 7.48 | 69.21 | 33.53 | 30.90 |
+ 24 | 24.08 | 0.00 | -0.00 | -0.00 | 40.78 | 67.66 | 32.62 | 29.99 |
+ 25 | 24.08 | 0.00 | -0.00 | -0.00 | 39.06 | 64.80 | 31.00 | 28.32 |
+ 26 | 24.08 | 0.00 | -0.00 | -0.00 | 37.11 | 61.57 | 29.26 | 26.46 |
+ 27 | 24.08 | 0.00 | -0.00 | -0.00 | 34.94 | 57.96 | 27.40 | 24.42 |
+ 28 | 24.08 | 0.00 | -0.00 | -0.00 | 32.54 | 53.98 | 25.45 | 22.18 |
+ 29 | 24.08 | 0.00 | -0.00 | -0.00 | 24.84 | 49.94 | 23.58 | 19.97 |
+ 30 | 24.08 | 0.00 | -0.00 | -0.00 | 22.82 | 45.88 | 21.85 | 17.83 |
+ 31 | 24.08 | 0.00 | -0.00 | -0.00 | 27.73 | 40.66 | 19.78 | 15.10 |
+ 32 | 24.08 | 0.00 | -0.00 | -0.00 | 23.29 | 34.15 | 17.43 | 11.71 |
+ 33 | 24.08 | 0.00 | -0.00 | -0.00 | 8.09 | 29.32 | 15.87 | 9.20 |
+ 34 | 24.08 | 0.00 | -0.00 | -0.00 | 9.19 | 25.95 | 14.88 | 7.45 |
+ 35 | 24.08 | 0.00 | -0.00 | -0.00 | 5.27 | 22.74 | 14.00 | 5.78 |
+ 36 | 24.08 | 0.00 | -0.00 | -0.00 | 10.73 | 17.94 | 12.85 | 3.29 |
+ 37 | 24.08 | 0.00 | -0.00 | -0.00 | 0.54 | 14.28 | 12.15 | 1.35 |
+ 38 | 24.08 | 0.00 | -0.00 | -0.00 | 2.58 | 13.31 | 12.33 | 0.62 |
+ 39 | 24.08 | 0.00 | -0.00 | -0.00 | 0.19 | 12.43 | 12.43 | 0.00 |
+ 40 | 26.69 | 0.00 | -0.00 | -0.00 | 6.77 | 9.44 | 9.44 | 0.00 |
+ 41 | 26.69 | 0.00 | -0.00 | -0.00 | 2.33 | 3.26 | 3.26 | 0.00 |
+
+ Slice| Sw-extr| Sw tot.|S shear | Cu | Ko | Sig-Vo'|Alf*SigB|Sig-Alfa|
+ | [kN/m2]| [kN/m2]| [kN/m2]| [kN/m2]| | [kN/m2]| [kN/m2]|
+ -----|--------|--------|--------|--------|--------|--------|--------|--------|
+ 1 | 0.00 | 0.00 | 5.17 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
+ 2 | 9.78 | 10.67 | 4.26 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
+ 3 | 8.49 | 13.07 | 5.25 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
+ 4 | 6.98 | 16.95 | 6.68 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
+ 5 | 5.85 | 20.75 | 8.04 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
+ 6 | 4.95 | 24.37 | 9.33 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
+ 7 | 4.20 | 27.77 | 10.56 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
+ 8 | 3.51 | 31.20 | 11.41 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
+ 9 | -1.58 | 29.22 | 11.99 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
+ 10 | -1.25 | 31.28 | 12.58 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
+ 11 | -0.86 | 33.07 | 13.06 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
+ 12 | -0.41 | 34.60 | 13.45 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
+ 13 | 0.08 | 35.85 | 13.73 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
+ 14 | 0.62 | 36.86 | 13.91 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
+ 15 | 1.18 | 37.60 | 13.97 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
+ 16 | 1.73 | 38.07 | 13.92 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
+ 17 | 2.29 | 38.30 | 13.79 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
+ 18 | 2.77 | 38.33 | 13.63 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
+ 19 | 3.16 | 38.20 | 13.44 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
+ 20 | 3.61 | 37.87 | 13.17 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
+ 21 | 4.11 | 37.23 | 12.79 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
+ 22 | 4.54 | 36.31 | 12.34 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
+ 23 | 4.78 | 35.68 | 12.08 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
+ 24 | 5.05 | 35.03 | 11.85 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
+ 25 | 5.48 | 33.80 | 11.43 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
+ 26 | 5.85 | 32.31 | 10.96 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
+ 27 | 6.15 | 30.56 | 10.44 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
+ 28 | 6.35 | 28.53 | 9.88 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
+ 29 | 6.38 | 26.35 | 9.33 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
+ 30 | 6.19 | 24.02 | 8.80 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
+ 31 | 5.78 | 20.88 | 8.16 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
+ 32 | 5.02 | 16.72 | 7.42 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
+ 33 | 4.26 | 13.45 | 6.92 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
+ 34 | 3.63 | 11.07 | 6.61 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
+ 35 | 2.96 | 8.73 | 6.32 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
+ 36 | 1.81 | 5.09 | 5.95 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
+ 37 | 0.79 | 2.14 | 5.73 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
+ 38 | 0.37 | 0.98 | 5.81 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
+ 39 | 0.00 | 0.00 | 5.87 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
+ 40 | 0.00 | 0.00 | 5.27 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
+ 41 | 0.00 | 0.00 | 2.58 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
+
+
+ END OF D-Geo Stability OUTPUT
+ =============================
+
+
+ END OF D-Geo Stability OUTPUT
+ =============================
Index: IssueRelatedData/MWDAM-1433/Stabiliteit/Geometries/324+31.sti
===================================================================
diff -u
--- IssueRelatedData/MWDAM-1433/Stabiliteit/Geometries/324+31.sti (revision 0)
+++ IssueRelatedData/MWDAM-1433/Stabiliteit/Geometries/324+31.sti (revision 2219)
@@ -0,0 +1,1520 @@
+Input file for D-Geo Stability : Stability of earth slopes.
+==============================================================================
+COMPANY :
+LICENSE : Unknown
+DATE : 23-1-2017
+TIME : 8:54:38
+FILENAME : \\tsclient\W\WK\4. Projecten\1. DAM\3. 2015\1. PWK\Stabiliteit\Geometries\324+31.sti
+CREATED BY : D-Geo Stability version 15.1.2.4
+========================== BEGINNING OF DATA ==========================
+[VERSION]
+Soil=1001
+Geometry=1000
+StressCurve=1000
+BondStressDiagram=1000
+D-Geo Stability=1004
+[END OF VERSION]
+
+[SOIL COLLECTION]
+ 6 = number of items
+[SOIL]
+zandondergrond
+SoilColor=65535
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=19.00
+SoilGamWet=21.00
+SoilRestSlope=1
+SoilCohesion=0.00
+SoilPhi=30.26
+SoilDilatancy=0.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=0
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilPc=0.00E+00
+StrengthIncreaseExponent=0.70
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+xCoorSoilPc=-100.000
+yCoorSoilPc=-100.000
+IsPopCalculated=0
+IsOCRCalculated=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]
+zandtussenlaag
+SoilColor=8454143
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=18.00
+SoilGamWet=20.00
+SoilRestSlope=1
+SoilCohesion=0.00
+SoilPhi=25.69
+SoilDilatancy=0.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=0
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilPc=0.00E+00
+StrengthIncreaseExponent=0.70
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+xCoorSoilPc=-100.000
+yCoorSoilPc=-100.000
+IsPopCalculated=0
+IsOCRCalculated=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]
+klei, huidig
+SoilColor=32768
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=18.50
+SoilGamWet=19.20
+SoilRestSlope=0
+SoilCohesion=1.28
+SoilPhi=24.08
+SoilDilatancy=0.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=0
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilPc=0.00E+00
+StrengthIncreaseExponent=0.70
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+xCoorSoilPc=-100.000
+yCoorSoilPc=-100.000
+IsPopCalculated=0
+IsOCRCalculated=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]
+klei, nieuw
+SoilColor=9276906
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=16.00
+SoilGamWet=18.00
+SoilRestSlope=0
+SoilCohesion=2.00
+SoilPhi=19.04
+SoilDilatancy=0.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=0
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilPc=0.00E+00
+StrengthIncreaseExponent=0.70
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+xCoorSoilPc=-100.000
+yCoorSoilPc=-100.000
+IsPopCalculated=0
+IsOCRCalculated=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]
+weg
+SoilColor=9211020
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=20.00
+SoilGamWet=22.00
+SoilRestSlope=1
+SoilCohesion=0.00
+SoilPhi=34.96
+SoilDilatancy=0.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=0
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilPc=0.00E+00
+StrengthIncreaseExponent=0.70
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+xCoorSoilPc=-100.000
+yCoorSoilPc=-100.000
+IsPopCalculated=0
+IsOCRCalculated=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]
+wl_zandondergrond
+SoilColor=9276906
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=19.00
+SoilGamWet=21.00
+SoilRestSlope=1
+SoilCohesion=0.00
+SoilPhi=30.26
+SoilDilatancy=0.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=0
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilPc=0.00E+00
+StrengthIncreaseExponent=0.70
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+xCoorSoilPc=-100.000
+yCoorSoilPc=-100.000
+IsPopCalculated=0
+IsOCRCalculated=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]
+ 111 - Number of geometry points -
+ 1 0.000 9.820 0.000
+ 2 0.000 5.450 0.000
+ 3 0.000 4.450 0.000
+ 4 90.000 8.190 0.000
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+[END OF POINTS]
+
+[CURVES]
+ 110 - Number of curves -
+ 1 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 8 7
+ 2 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 9 8
+ 3 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
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+ 4 - Curve number
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+ 5 - Curve number
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+ 7 - Curve number
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+ 9 - Curve number
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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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+ 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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+ 36 - Curve number
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+ 37 - Curve number
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+ 19 42
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+ 44 43
+ 44 - Curve number
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+ 49 48
+ 50 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 50 49
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+ 2 - number of points on curve, next line(s) are pointnumbers
+ 51 50
+ 52 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
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+ 53 - Curve number
+ 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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+ 2 - number of points on curve, next line(s) are pointnumbers
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+ 56 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
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+ 57 - Curve number
+ 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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+ 59 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 59 58
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+ 2 - number of points on curve, next line(s) are pointnumbers
+ 60 59
+ 61 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 50 60
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+ 2 - number of points on curve, next line(s) are pointnumbers
+ 61 25
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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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+ 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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+ 2 - number of points on curve, next line(s) are pointnumbers
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+ 75 - Curve number
+ 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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+ 77 - Curve number
+ 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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+ 79 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
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+ 80 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 78 77
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+ 2 - number of points on curve, next line(s) are pointnumbers
+ 65 78
+ 82 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 79 70
+ 83 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 81 80
+ 84 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
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+ 85 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 83 82
+ 86 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 84 83
+ 87 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
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+ 88 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
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+ 89 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
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+ 90 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 88 87
+ 91 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 89 88
+ 92 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 90 89
+ 93 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 91 90
+ 94 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 92 91
+ 95 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 94 93
+ 96 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 96 95
+ 97 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 97 96
+ 98 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 98 97
+ 99 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 99 98
+ 100 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 100 99
+ 101 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 101 100
+ 102 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 102 101
+ 103 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 103 102
+ 104 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 104 103
+ 105 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 105 104
+ 106 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 107 106
+ 107 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 108 107
+ 108 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 109 108
+ 109 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 110 109
+ 110 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 105 110
+[END OF CURVES]
+
+[BOUNDARIES]
+ 14 - Number of boundaries -
+ 0 - Boundary number
+ 1 - number of curves on boundary, next line(s) are curvenumbers
+ 95
+ 1 - Boundary number
+ 12 - number of curves on boundary, next line(s) are curvenumbers
+ 94 93 92 91 90 89 88 87 86 85
+ 84 83
+ 2 - Boundary number
+ 20 - number of curves on boundary, next line(s) are curvenumbers
+ 82 71 70 69 68 67 81 80 79 78
+ 77 76 75 60 59 58 57 56 55 54
+ 3 - Boundary number
+ 24 - number of curves on boundary, next line(s) are curvenumbers
+ 23 22 74 73 72 71 70 69 68 67
+ 81 80 79 78 77 76 75 60 59 58
+ 57 56 55 54
+ 4 - Boundary number
+ 28 - number of curves on boundary, next line(s) are curvenumbers
+ 23 22 74 73 72 71 70 69 68 67
+ 66 65 64 63 62 19 18 53 52 51
+ 61 60 59 58 57 56 55 54
+ 5 - Boundary number
+ 17 - number of curves on boundary, next line(s) are curvenumbers
+ 23 22 21 20 19 18 53 52 51 61
+ 60 59 58 57 56 55 54
+ 6 - Boundary number
+ 27 - number of curves on boundary, next line(s) are curvenumbers
+ 23 22 21 20 19 18 53 52 51 50
+ 49 48 47 46 35 34 28 27 7 6
+ 26 25 24 4 3 2 1
+ 7 - Boundary number
+ 27 - number of curves on boundary, next line(s) are curvenumbers
+ 23 22 21 20 19 18 17 16 45 44
+ 43 42 37 36 35 34 28 27 7 6
+ 26 25 24 4 3 2 1
+ 8 - Boundary number
+ 34 - number of curves on boundary, next line(s) are curvenumbers
+ 23 22 21 20 19 18 17 16 15 14
+ 13 41 40 39 38 10 9 31 33 37
+ 36 35 34 28 27 7 6 26 25 24
+ 4 3 2 1
+ 9 - Boundary number
+ 32 - number of curves on boundary, next line(s) are curvenumbers
+ 23 22 21 20 19 18 17 16 15 14
+ 13 12 11 10 9 31 33 37 36 35
+ 34 28 27 7 6 26 25 24 4 3
+ 2 1
+ 10 - Boundary number
+ 30 - number of curves on boundary, next line(s) are curvenumbers
+ 23 22 21 20 19 18 17 16 15 14
+ 13 12 11 10 9 31 33 32 29 28
+ 27 7 6 26 25 24 4 3 2 1
+ 11 - Boundary number
+ 29 - number of curves on boundary, next line(s) are curvenumbers
+ 23 22 21 20 19 18 17 16 15 14
+ 13 12 11 10 9 31 30 29 28 27
+ 7 6 26 25 24 4 3 2 1
+ 12 - Boundary number
+ 25 - number of curves on boundary, next line(s) are curvenumbers
+ 23 22 21 20 19 18 17 16 15 14
+ 13 12 11 10 9 8 7 6 26 25
+ 24 4 3 2 1
+ 13 - Boundary number
+ 23 - number of curves on boundary, next line(s) are curvenumbers
+ 23 22 21 20 19 18 17 16 15 14
+ 13 12 11 10 9 8 7 6 5 4
+ 3 2 1
+[END OF BOUNDARIES]
+
+[USE PROBABILISTIC DEFAULTS BOUNDARIES]
+ 14 - Number of boundaries -
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES]
+
+[STDV BOUNDARIES]
+ 14 - 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
+[END OF STDV BOUNDARIES]
+
+[DISTRIBUTION BOUNDARIES]
+ 14 - Number of boundaries -
+ 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
+ 10 - number of curves on PlLine, next line(s) are curvenumbers
+ 105 104 103 102 101 100 99 98 97 96
+ 2 - PlLine number
+ 5 - number of curves on PlLine, next line(s) are curvenumbers
+ 110 109 108 107 106
+[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]
+ 13 - Number of layers -
+ 1 - Layer number, next line is material of layer
+ wl_zandondergrond
+ 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
+ zandtussenlaag
+ 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
+ klei, huidig
+ 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
+ klei, huidig
+ 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
+ klei, nieuw
+ 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
+ klei, huidig
+ 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
+ zandtussenlaag
+ 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
+ klei, huidig
+ 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
+ weg
+ 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
+ klei, nieuw
+ 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
+ klei, nieuw
+ 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
+ klei, nieuw
+ 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
+ weg
+ 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
+[END OF LAYERS]
+
+[LAYERLOADS]
+ - Layers which are loads -
+
+[END OF LAYERLOADS]
+
+[END OF GEOMETRY DATA]
+[RUN IDENTIFICATION TITLES]
+Dijkverbetering Keent/Grave
+Profiel 324 + 31
+Huidige situatie
+[MODEL]
+ 1 : Bishop
+ 1 : C phi
+ 0 : Probabilistic off
+ 1 : Mean
+ 1 : Geotextiles on
+ 0 : Nails off
+ 1 : Zone plot on
+ 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
+[FORBIDDEN LINES]
+ 1 - Forbidden lines
+ 1
+ 59.20 10.84 - X1 Y1
+ 54.20 10.84 - X2 Y2
+[UNIT WEIGHT WATER]
+ 9.81 : Unit weight water
+[DEGREE OF CONSOLIDATION]
+ 13 Number of layers
+ 13 100
+ 12 100 100
+ 11 100 100 100
+ 10 100 100 100 100
+ 9 100 100 100 100 100
+ 8 100 100 100 100 100 100
+ 7 100 100 100 100 100 100 100
+ 6 100 100 100 100 100 100 100 100
+ 5 100 100 100 100 100 100 100 100 100
+ 4 100 100 100 100 100 100 100 100 100 100
+ 3 100 100 100 100 100 100 100 100 100 100
+ 100
+ 2 100 100 100 100 100 100 100 100 100 100
+ 100 100
+ 1 100 100 100 100 100 100 100 100 100 100
+ 100 100 100
+ 0 capillary water not included
+[degree Temporary loads]
+ 100 100 0 0 0 0 100 0 100 0
+ 0 0 100
+ 0 capillary water not included
+[degree Free water(Cu)]
+ 100 100 100 100 100 100 100 100 100 100
+ 100 100 100
+[degree earth quake]
+ 100 100 100 100 100 100 100 100 100 100
+ 100 100 100
+[CIRCLES]
+ 57.654 62.654 11 X-direction
+ 28.316 33.316 11 Y-direction
+ 8.660 5.660 13 Tangent lines
+ 50.000 0.000 0 no fixed point used
+[SPENCER SLIP DATA]
+ 0 Number of points
+[SPENCER SLIP DATA 2]
+ 0 Number of points
+[SPENCER SLIP INTERVAL]
+ 2 : Slip spencer interval
+[LINE LOADS]
+ 0 = number of items
+[UNIFORM LOADS ]
+ 1 = number of items
+verkeer
+ 13.30 = magnitude
+ 51.47 53.97 = xstart and xend
+ 30.00 = distribution angle
+ 2 = temporary load
+[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
+[SIGMA-TAU CURVES]
+ 0 = number of items
+[END OF SIGMA-TAU CURVES]
+[BOND STRESS DIAGRAMS]
+ 0 = number of items
+[END OF BOND STRESS DIAGRAMS]
+[MINIMAL REQUIRED CIRCLE DEPTH]
+ 0.00 [m]
+[Slip Circle Selection]
+IsMinXEntryUsed=0
+IsMaxXEntryUsed=0
+XEntryMin=0.00
+XEntryMax=0.00
+[End of Slip Circle Selection]
+[START VALUE SAFETY FACTOR]
+ 1.000 [-]
+[REFERENCE LEVEL CU]
+ 8
+[LIFT SLIP DATA]
+ 50.000 50.000 1 X-direction Left
+ 0.000 0.000 1 Y-direction Left
+ 50.000 50.000 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)
+[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
+ 13 - 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
+ 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
+[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
+[WATER PRESSURE ON HORIZONTAL BAR]
+ 0 Use water pressure on horizontal bar
+[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]
+ 11.60 = Diketable Height [m]
+ 3.00 = Width top rest profile [m]
+ 45.00 = X co-ordinate indicating start of zone [m]
+ 54.95 = Boundary of M.H.W influence at X [m]
+ 8.59 = Boundary of M.H.W influence at Y [m]
+ 1.08 = Required safety in zone 1a
+ 1.08 = Required safety in zone 1b
+ 1.00 = Required safety in zone 2a
+ 1.00 = Required safety in zone 2b
+ 50.00 = Left side minimum road [m]
+ 50.00 = 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
+[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
+[REQUESTED LIFT SLICES]
+ 50 = number of slices
+[REQUESTED SPENCER SLICES]
+ 50 = number of 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]
+[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-1433/Stabiliteit/characteristicpoints.csv
===================================================================
diff -u
--- IssueRelatedData/MWDAM-1433/Stabiliteit/characteristicpoints.csv (revision 0)
+++ IssueRelatedData/MWDAM-1433/Stabiliteit/characteristicpoints.csv (revision 2219)
@@ -0,0 +1,83 @@
+LOCATIONID;X_Maaiveld binnenwaarts;Y_Maaiveld binnenwaarts;Z_Maaiveld binnenwaarts;X_Insteek sloot polderzijde;Y_Insteek sloot polderzijde;Z_Insteek sloot polderzijde;X_Slootbodem polderzijde;Y_Slootbodem polderzijde;Z_Slootbodem polderzijde;X_Slootbodem dijkzijde;Y_Slootbodem dijkzijde;Z_Slootbodem dijkzijde;X_Insteek sloot dijkzijde;Y_Insteek_sloot dijkzijde;Z_Insteek sloot dijkzijde;X_Teen dijk binnenwaarts;Y_Teen dijk binnenwaarts;Z_Teen dijk binnenwaarts;X_Kruin binnenberm;Y_Kruin binnenberm;Z_Kruin binnenberm;X_Insteek binnenberm;Y_Insteek binnenberm;Z_Insteek binnenberm;X_Kruin binnentalud;Y_Kruin binnentalud;Z_Kruin binnentalud;X_Verkeersbelasting kant binnenwaarts;Y_Verkeersbelasting kant binnenwaarts;Z_Verkeersbelasting kant binnenwaarts;X_Verkeersbelasting kant buitenwaarts;Y_Verkeersbelasting kant buitenwaarts;Z_Verkeersbelasting kant buitenwaarts;X_Kruin buitentalud;Y_Kruin buitentalud;Z_Kruin buitentalud;X_Insteek buitenberm;Y_Insteek buitenberm;Z_Insteek buitenberm;X_Kruin buitenberm;Y_Kruin buitenberm;Z_Kruin buitenberm;X_Teen dijk buitenwaarts;Y_Teen dijk buitenwaarts;Z_Teen dijk buitenwaarts;X_Insteek geul;Y_Insteek geul;Z_Insteek geul;X_Teen geul;Y_Teen geul;Z_Teen geul;X_Maaiveld buitenwaarts;Y_Maaiveld buitenwaarts;Z_Maaiveld buitenwaarts
+Keent 305;131.93;0;7.613;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;88.17;0;8.68;86.91;0;8.928;78.58;0;9.128;69.8;0;12.013;69.8;0;12.013;67.3;0;12.102;65.89;0;12.08;-1;-1;-1;-1;-1;-1;54.73;0;8.663;-1;-1;-1;-1;-1;-1;0;0;8.291
+Keent 301 kleine bermverbetering;135;0;6.338;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;94.01;0;8.3;90.854;0;9.356;83.946;0;9.674;76.305;0;12.216;76.305;0;12.216;73.805;0;12.22;71.563;0;11.968;-1;-1;-1;-1;-1;-1;61.258;0;8.496;-1;-1;-1;-1;-1;-1;0;0;8.297
+Grave 348 STBU bodemopbouw;132.34;0;7.443;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;81.259;0;8.795;-1;-1;-1;-1;-1;-1;72.529;0;11.749;72.529;0;11.749;70.029;0;11.838;66.167;0;11.748;-1;-1;-1;-1;-1;-1;50.852;0;6.417;-1;-1;-1;-1;-1;-1;0;0;6.019
+Grave 342 verbetering met taludverflauwing;127.8;0;8.07;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;89.257;0;7.747;-1;-1;-1;-1;-1;-1;72.477;0;11.727;72.477;0;11.727;69.977;0;11.797;66.454;0;11.668;-1;-1;-1;-1;-1;-1;55.555;0;7.162;-1;-1;-1;-1;-1;-1;0;0;9.217
+Grave 323;127.8;0;6.979;102.153;0;6.86;100.701;0;6;99.341;0;6.082;97.724;0;7;97.348;0;7.162;94.086;0;8.22;83.099;0;8.436;73.223;0;11.78;73.223;0;11.78;70.723;0;11.794;65.776;0;11.641;53.632;0;7.498;36.071;0;5.349;33.605;0;4.595;-1;-1;-1;-1;-1;-1;0;0;4.887
+DEM340V;70;0;6.8;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;53;0;5;50.7;0;6;45.6;0;6.7;36;0;10.7;36;0;10.7;33.5;0;10.7;25.5;0;11;18.5;0;7.9;8.5;0;7.3;8.5;0;7.3;-1;-1;-1;-1;-1;-1;0;0;7.3
+337;75;0;8.19;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;45.88;0;8.88;-1;-1;-1;-1;-1;-1;39.54;0;11.42;39.54;0;11.42;37.04;0;11.55;31.83;0;11.47;27.51;0;9.85;22.88;0;9.82;17.93;0;8.316;-1;-1;-1;-1;-1;-1;0;0;8.062
+333;85;0;7.8;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;75.72;0;7.8;70.46;0;7.96;65.1;0;8.22;55.3;0;11.77;55.3;0;11.77;52.8;0;11.819;48.09;0;11.6;-1;-1;-1;-1;-1;-1;43.62;0;9.63;-1;-1;-1;-1;-1;-1;0;0;5.95
+324+31;90;0;6.96;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;77;0;7.17;68.2;0;8.4;64.26;0;8.59;54.95;0;11.79;54.95;0;11.79;52.45;0;11.88;45;0;11.6;33.888;0;7.44;28.93;0;6.998;26.351;0;6.77;-1;-1;-1;-1;-1;-1;0;0;6.335
+RAV392.STI;60;0;4.2;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;49.5;0;4.2;-1;-1;-1;-1;-1;-1;31.7;0;11.1;31.7;0;11.1;29.2;0;11.08;19;0;11;-1;-1;-1;-1;-1;-1;14;0;9;-1;-1;-1;-1;-1;-1;0;0;7.5
+RAV391V.STI;50;0;7.8;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;39;0;5.1;-1;-1;-1;-1;-1;-1;25;0;11.9;25;0;11.9;22.5;0;12;15.1;0;11.8;-1;-1;-1;-1;-1;-1;9;0;8.6;-1;-1;-1;-1;-1;-1;0;0;8
+RAV387.STI;60;0;6.8;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;48;0;6;-1;-1;-1;-1;-1;-1;39;0;10.9;39;0;10.9;36.5;0;10.9;20;0;10.9;-1;-1;-1;-1;-1;-1;11;0;7.9;-1;-1;-1;-1;-1;-1;0;0;7.8
+RAV386.STI;74;0;4.5;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;46.3;0;8.2;-1;-1;-1;-1;-1;-1;38;0;10.9;38;0;10.9;35.5;0;10.85;28;0;10.7;25;0;9.2;19;0;9;17;0;7.9;-1;-1;-1;-1;-1;-1;0;0;7.7
+RAV384V2.STI;60;0;4.5;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;46.5;0;5.5;46;0;6.2;42;0;6.6;31;0;11;31;0;11;28.5;0;11;22;0;11;-1;-1;-1;-1;-1;-1;8.2;0;6.3;-1;-1;-1;-1;-1;-1;0;0;6.3
+NEER378.STI;12;0;9.2;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;39.5;0;7.2;-1;-1;-1;-1;-1;-1;33;0;11;33;0;11;30.5;0;11;18;0;11.2;-1;-1;-1;-1;-1;-1;12;0;9.2;-1;-1;-1;-1;-1;-1;0;0;9.2
+NEER363.STI;80;0;6.7;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;59;0;7;58;0;8;51;0;8.1;46;0;10.8;46;0;10.8;43.5;0;11.05;29;0;11.6;-1;-1;-1;-1;-1;-1;22;0;9.2;-1;-1;-1;-1;-1;-1;0;0;9.12
+NEER361.STI;57;0;7.1;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;39;0;7.4;-1;-1;-1;-1;-1;-1;27;0;11.2;27;0;11.2;24.5;0;11.2;18;0;11.2;-1;-1;-1;-1;-1;-1;12;0;9.2;-1;-1;-1;-1;-1;-1;0;0;9.2
+hmp487bi;90;0;5.9;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;66.8;0;5.9;-1;-1;-1;-1;-1;-1;57;0;10.1;57;0;10.1;54.5;0;10.1;49.9;0;9.6;-1;-1;-1;-1;-1;-1;23.6;0;5.4;-1;-1;-1;-1;-1;-1;0;0;5.9
+hmp483bi;80;0;6.1;61.3;0;5.9;60;0;4.7;60;0;4.7;58.5;0;6;51.4;0;6.3;-1;-1;-1;-1;-1;-1;45.2;0;9.8;45.2;0;9.8;42.7;0;10;35;0;9.5;-1;-1;-1;-1;-1;-1;25.5;0;6;-1;-1;-1;-1;-1;-1;0;0;5.4
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+hm977bi;85;0;0.8;72.1;0;0.5;71;0;-0.6;68.7;0;-0.7;66.2;0;0.7;62.7;0;1;-1;-1;-1;-1;-1;-1;52;0;6;52;0;6;49.5;0;6.338;41.7;0;6.3;-1;-1;-1;-1;-1;-1;25.1;0;2.5;-1;-1;-1;-1;-1;-1;0;0;-0.2
+hm993bi;90;0;0.5;85.5;0;0.3;81.6;0;-1;75.3;0;-0.9;70.9;0;-0.1;65.6;0;0.8;54.4;0;5.1;47.75;0;5.4;45.5;0;6.3;45.5;0;6.3;43;0;6.44;36;0;6.4;-1;-1;-1;-1;-1;-1;19.8;0;2.5;-1;-1;-1;-1;-1;-1;0;0;2.1
+hm1001bi;80;0;0.9;74.2;0;0.5;73.3;0;-0.1;72.55;0;-0.2;70.8;0;1.1;58.1;0;1.3;-1;-1;-1;-1;-1;-1;44.05;0;6.4;44.05;0;6.4;41.55;0;6.609;35.7;0;6.4;-1;-1;-1;-1;-1;-1;19.2;0;2.2;-1;-1;-1;-1;-1;-1;0;0;1
+HMP911A;80;0;1.7;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;50.3;0;3.1;-1;-1;-1;-1;-1;-1;40.9;0;7.1;40.9;0;7.1;38.4;0;7.1;31.4;0;6.9;22.3;0;5.1;16.7;0;4.9;9.7;0;3.3;-1;-1;-1;-1;-1;-1;0;0;3.3
+HMP915;80;0;2.3;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;52.9;0;2.25;51.6;0;2.5;47.2;0;2.7;35.2;0;7.4;35.2;0;7.4;32.7;0;7.4;29.2;0;7.3;-1;-1;-1;-1;-1;-1;11;0;2.7;-1;-1;-1;-1;-1;-1;0;0;2.4
+hn931bi1;90;0;1.65;80.38;0;1.59;79.2;0;0.5;77.2;0;0.4;72.3;0;3.5;46.5;0;4.2;-1;-1;-1;-1;-1;-1;41.6;0;6.4;41.6;0;6.4;39.1;0;6.578;37.2;0;6.4;-1;-1;-1;-1;-1;-1;32;0;4.5;-1;-1;-1;-1;-1;-1;0;0;3.8
+Krommenhoek758a;100;0;2.56;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;82.04;0;2.54;74.03;0;3.6;65.06;0;4.04;52.87;0;7.98;52.87;0;7.98;50.37;0;7.989;46.88;0;7.85;-1;-1;-1;-1;-1;-1;22.13;0;1.25;-1;-1;-1;-1;-1;-1;0;0;3
+OudEmpel-Gewande787;80;0;3.56;67.99;0;3.46;66.49;0;2.5;65.78;0;2.53;64.27;0;3.64;59.78;0;4;54.3;0;5.79;48.97;0;6.19;44.03;0;7.55;44.03;0;7.55;41.53;0;7.781;36.77;0;7.61;-1;-1;-1;-1;-1;-1;18.71;0;2.21;-1;-1;-1;-1;-1;-1;0;0;2.1
+Keent 0.0;135;0;8.72;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;91.4;0;9.3;89.55;0;9.82;82.6;0;10.01;77.5;0;11.85;77.5;0;11.85;75;0;11.99;73.3;0;11.88;-1;-1;-1;-1;-1;-1;62.55;0;9.22;-1;-1;-1;-1;-1;-1;0;0;8.3
+Keent 1,0;135;0;7.7;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;94.164;0;8.068;91.01;0;8.588;86.08;0;8.589;78.37;0;11.688;78.37;0;11.688;75.87;0;11.91;71.96;0;11.765;-1;-1;-1;-1;-1;-1;61.55;0;8.262;-1;-1;-1;-1;-1;-1;0;0;8.3
+Keent 31;130;0;7.54;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;98.418;0;8.289;94.827;0;9.273;90.252;0;9.459;82.249;0;11.793;82.249;0;11.793;79.749;0;11.858;77.799;0;11.721;-1;-1;-1;-1;-1;-1;65.783;0;7.57;-1;-1;-1;-1;-1;-1;0;0;7.316
+Keent 33- opbarsten;130;0;7.54;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;108.257;0;7.526;96.743;0;8.695;91.2;0;8.943;82.351;0;11.897;82.351;0;11.897;79.851;0;12.03;77.383;0;11.899;-1;-1;-1;-1;-1;-1;66.548;0;8.138;-1;-1;-1;-1;-1;-1;0;0;7.569
+Keent 35;121.677;0;9.109;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;82.277;0;9.109;-1;-1;-1;-1;-1;-1;74.502;0;11.654;74.502;0;11.654;72.002;0;11.776;69.393;0;11.769;-1;-1;-1;-1;-1;-1;55.167;0;7.037;-1;-1;-1;-1;-1;-1;0;0;7.961
+Keent 37;141.677;0;8.238;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;83.557;0;8.836;-1;-1;-1;-1;-1;-1;73.527;0;11.726;73.527;0;11.726;71.027;0;11.76;69.41;0;11.711;-1;-1;-1;-1;-1;-1;55.382;0;8.023;-1;-1;-1;-1;-1;-1;0;0;8.389
+Keent 39 verbeterd;100;0;8.3;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;53.019;0;8.1;50.97;0;8.781;37.518;0;9.592;31.89;0;11.67;31.89;0;11.67;29.39;0;11.818;27.69;0;11.775;-1;-1;-1;-1;-1;-1;14.419;0;8.214;-1;-1;-1;-1;-1;-1;0;0;8.2
+Keent 289;135;0;7.877;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;98.272;0;8.193;95.953;0;8.49;85.698;0;9.129;78.124;0;11.976;78.124;0;11.976;75.624;0;11.976;72.938;0;11.931;-1;-1;-1;-1;-1;-1;64.378;0;8.943;-1;-1;-1;-1;-1;-1;0;0;8.225
Index: IssueRelatedData/MWDAM-1433/Stabiliteit/test.xml
===================================================================
diff -u
--- IssueRelatedData/MWDAM-1433/Stabiliteit/test.xml (revision 0)
+++ IssueRelatedData/MWDAM-1433/Stabiliteit/test.xml (revision 2219)
@@ -0,0 +1,97 @@
+
+
+ instantaneous
+ 324+31
+ Waterlevel
+
+
+
+ NaN
+
+
+
+
+
+
+
+ instantaneous
+ 333
+ Waterlevel
+
+
+
+ NaN
+
+
+
+
+
+
+
+ instantaneous
+ 337
+ Waterlevel
+
+
+
+ NaN
+
+
+
+
+
+
+
+ instantaneous
+ DEM340V
+ Waterlevel
+
+
+
+ NaN
+
+
+
+
+
+
+
+ instantaneous
+ Grave_323
+ Waterlevel
+
+
+
+ NaN
+
+
+
+
+
+
+
+ instantaneous
+ Grave_342_verbetering_met_taludverflauwing
+ Waterlevel
+
+
+
+ NaN
+
+
+
+
+
+
+ instantaneous
+ Grave_348_STBU_bodemopbouw
+ Waterlevel
+
+
+
+ NaN
+
+
+
+
+
\ No newline at end of file