Index: DamClients/DamUI/trunk/data/Tutorials/DAMLive/Grebbedijk/GrebbedijkSensordata.xls
===================================================================
diff -u
Binary files differ
Index: DamClients/DamUI/trunk/data/Tutorials/DAMLive/Grebbedijk/input_dam1and3.xml
===================================================================
diff -u
--- DamClients/DamUI/trunk/data/Tutorials/DAMLive/Grebbedijk/input_dam1and3.xml (revision 0)
+++ DamClients/DamUI/trunk/data/Tutorials/DAMLive/Grebbedijk/input_dam1and3.xml (revision 1702)
@@ -0,0 +1,1020 @@
+
+
+ 0.0
+
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+ instantaneous
+ grebbedijk1a.HM.buiten
+ Waterlevel
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+ -9999.0
+ Grebbe
+ m
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+ instantaneous
+ grebbedijk1a.HM.binnen
+ Waterlevel
+
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+ -9999.0
+ grebbedijk1a
+ m
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+ grebbedijk3a.HM.buiten
+ Waterlevel
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+ -9999.0
+ Grebbe
+ m
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+ grebbedijk3a.HM.binnen
+ Waterlevel
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+ -9999.0
+ grebbedijk3a
+ m
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\ No newline at end of file
Index: DamClients/DamUI/trunk/data/Tutorials/DAMLive/Grebbedijk/Grebbedijk.damx
===================================================================
diff -u
--- DamClients/DamUI/trunk/data/Tutorials/DAMLive/Grebbedijk/Grebbedijk.damx (revision 0)
+++ DamClients/DamUI/trunk/data/Tutorials/DAMLive/Grebbedijk/Grebbedijk.damx (revision 1702)
@@ -0,0 +1,1027 @@
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\ No newline at end of file
Index: DamClients/DamUI/trunk/data/Tutorials/DAMLive/Grebbedijk/Grebbedijk.Calculation.Parameters.xml
===================================================================
diff -u
--- DamClients/DamUI/trunk/data/Tutorials/DAMLive/Grebbedijk/Grebbedijk.Calculation.Parameters.xml (revision 0)
+++ DamClients/DamUI/trunk/data/Tutorials/DAMLive/Grebbedijk/Grebbedijk.Calculation.Parameters.xml (revision 1702)
@@ -0,0 +1,19 @@
+
+
+
+ 1
+ 0
+ 0
+ 0
+ 0
+ 0
+
+
+ Bishop
+ CPhi
+ 0
+ Grid
+ 1
+ 1
+
+
\ No newline at end of file
Index: DamClients/DamUI/trunk/data/Tutorials/DAMLive/Grebbedijk/csvfiles/surfacelines.csv
===================================================================
diff -u
--- DamClients/DamUI/trunk/data/Tutorials/DAMLive/Grebbedijk/csvfiles/surfacelines.csv (revision 0)
+++ DamClients/DamUI/trunk/data/Tutorials/DAMLive/Grebbedijk/csvfiles/surfacelines.csv (revision 1702)
@@ -0,0 +1,3 @@
+Profielnaam;Geologischprofiel;X_GridPoint;Y_GridPoint;ScenarioClusterID;X1;Y1;Z1;.....;Xn;Yn;Zn;(Profiel)
+grebbedijk3a;;108.590;0.000;0;0.000;0.000;7.600;59.000;0.000;7.600;60.600;0.000;6.000;72.400;0.000;6.000;74.000;0.000;7.648;78.300;0.000;7.650;83.690;0.000;7.780;88.870;0.000;8.060;91.770;0.000;8.580;95.050;0.000;9.560;98.160;0.000;10.670;101.210;0.000;11.660;103.000;0.000;12.630;105.800;0.000;12.710;106.090;0.000;12.706;108.590;0.000;12.670;110.580;0.000;11.870;113.600;0.000;10.600;117.780;0.000;8.940;120.090;0.000;8.510;121.790;0.000;8.300;125.270;0.000;8.300;125.798;0.000;8.300;128.301;0.000;5.500;129.364;0.000;4.500;152.900;0.000;4.500;154.000;0.000;5.500;157.190;0.000;8.823;198.000;0.000;8.600
+grebbedijk1a;;41.400;0.000;1;0.000;0.000;7.400;5.290;0.000;7.390;10.050;0.000;7.450;15.290;0.000;7.480;21.180;0.000;7.740;33.000;0.000;11.450;35.000;0.000;12.420;38.900;0.000;12.493;41.400;0.000;12.540;45.240;0.000;11.100;49.160;0.000;9.350;53.280;0.000;7.970;56.070;0.000;7.820;65.060;0.000;7.600;70.200;0.000;7.500;135.000;0.000;7.040
Index: DamClients/DamUI/trunk/data/Tutorials/DAMLive/Grebbedijk/csvfiles/Geometries/grebbedijk1a.sti
===================================================================
diff -u
--- DamClients/DamUI/trunk/data/Tutorials/DAMLive/Grebbedijk/csvfiles/Geometries/grebbedijk1a.sti (revision 0)
+++ DamClients/DamUI/trunk/data/Tutorials/DAMLive/Grebbedijk/csvfiles/Geometries/grebbedijk1a.sti (revision 1702)
@@ -0,0 +1,823 @@
+Input file for MStabDamUtil : Stability of earth slopes.
+==============================================================================
+COMPANY :
+LICENSE :
+DATE : 19-10-2012
+TIME : 14:48:24
+FILENAME : D:\Grebbedijk DAM2\Geometries\grebbedijk1a.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]
+ 3 = number of items
+[SOIL]
+zand (1)
+SoilColor=12632256
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=19.50
+SoilGamOvenDry=0.01
+SoilGamWet=20.00
+SoilRestSlope=0
+SoilDiameterD70=200.00
+SoilCohesion=0.00
+SoilPhi=26.30
+SoilDilatancy=30.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=1
+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 (1)
+SoilColor=16512
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=17.50
+SoilGamOvenDry=0.01
+SoilGamWet=18.00
+SoilRestSlope=0
+SoilDiameterD70=200.00
+SoilCohesion=7.40
+SoilPhi=22.90
+SoilDilatancy=23.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=1
+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, zandig
+SoilColor=10944420
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=19.00
+SoilGamOvenDry=0.01
+SoilGamWet=19.50
+SoilRestSlope=0
+SoilDiameterD70=200.00
+SoilCohesion=6.40
+SoilPhi=24.20
+SoilDilatancy=25.00
+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]
+ 36 - Number of geometry points -
+ 1 0.000 7.400 0.000
+ 2 5.290 7.390 0.000
+ 3 10.050 7.450 0.000
+ 4 15.290 7.480 0.000
+ 5 21.180 7.740 0.000
+ 6 33.000 11.450 0.000
+ 7 35.000 12.420 0.000
+ 8 41.400 12.540 0.000
+ 9 45.240 11.100 0.000
+ 10 49.160 9.350 0.000
+ 11 53.280 7.970 0.000
+ 12 56.070 7.820 0.000
+ 13 65.060 7.600 0.000
+ 14 70.200 7.500 0.000
+ 15 135.000 7.040 0.000
+ 16 0.000 5.030 0.000
+ 17 41.400 6.040 0.000
+ 18 135.000 6.040 0.000
+ 19 0.000 4.530 0.000
+ 20 41.400 5.540 0.000
+ 21 135.000 5.540 0.000
+ 22 0.000 4.030 0.000
+ 23 41.400 5.040 0.000
+ 24 135.000 5.040 0.000
+ 25 0.000 -1.000 0.000
+ 26 135.000 -1.000 0.000
+ 27 0.000 11.400 0.000
+ 28 33.200 11.400 0.000
+ 29 34.000 10.400 0.000
+ 30 41.300 10.400 0.000
+ 31 55.100 7.500 0.000
+ 32 135.000 7.500 0.000
+ 33 0.000 10.500 0.000
+ 34 15.000 10.250 0.000
+ 35 57.000 8.140 0.000
+ 36 135.000 7.600 0.000
+[END OF POINTS]
+
+[CURVES]
+ 29 - Number of curves -
+ 1 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 1 2
+ 2 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 2 3
+ 3 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 3 4
+ 4 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 4 5
+ 5 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 5 6
+ 6 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 6 7
+ 7 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 7 8
+ 8 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 8 9
+ 9 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 9 10
+ 10 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 10 11
+ 11 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 11 12
+ 12 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 12 13
+ 13 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 13 14
+ 14 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 14 15
+ 15 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 16 17
+ 16 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 17 18
+ 17 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 19 20
+ 18 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 20 21
+ 19 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 22 23
+ 20 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 23 24
+ 21 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 25 26
+ 22 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 27 28
+ 23 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 28 29
+ 24 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 29 30
+ 25 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 30 31
+ 26 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 31 32
+ 27 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 33 34
+ 28 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 34 35
+ 29 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 35 36
+[END OF CURVES]
+
+[BOUNDARIES]
+ 5 - Number of boundaries -
+ 0 - Boundary number
+ 1 - number of curves on boundary, next line(s) are curvenumbers
+ 21
+ 1 - Boundary number
+ 2 - number of curves on boundary, next line(s) are curvenumbers
+ 19 20
+ 2 - Boundary number
+ 2 - number of curves on boundary, next line(s) are curvenumbers
+ 17 18
+ 3 - Boundary number
+ 2 - number of curves on boundary, next line(s) are curvenumbers
+ 15 16
+ 4 - Boundary number
+ 14 - number of curves on boundary, next line(s) are curvenumbers
+ 1 2 3 4 5 6 7 8 9 10
+ 11 12 13 14
+[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
+ 5 - number of curves on PlLine, next line(s) are curvenumbers
+ 22 23 24 25 26
+ 2 - PlLine number
+ 3 - number of curves on PlLine, next line(s) are curvenumbers
+ 27 28 29
+[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
+ zand (1)
+ 2 - Piezometric level line at top of layer
+ 2 - Piezometric level line at bottom of layer
+ 1 - Boundarynumber at top of layer
+ 0 - Boundarynumber at bottom of layer
+ 2 - Layer number, next line is material of layer
+ klei (1)
+ 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 (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 (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
+[END OF LAYERS]
+
+[LAYERLOADS]
+ - Layers which are loads -
+
+[END OF LAYERLOADS]
+
+[END OF GEOMETRY DATA]
+[RUN IDENTIFICATION TITLES]
+Grebbedijk Deltawet traject dp 38 - 49
+dp43 verbeterd profiel
+
+[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]
+ 100 100 100 100
+ 0 capillary water not included
+[degree Free water(Cu)]
+ 100 100 100 100
+[degree earth quake]
+ 100 100 100 100
+[CIRCLES]
+ 58.105 72.936 10 X-direction
+ 12.932 15.102 5 Y-direction
+ 7.400 3.400 8 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 ]
+ 0 = number of items
+[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]
+ 1 = number of items
+[STRESS CURVE]
+1 13.00 -2.50 0.00
+0
+SoilStressTableNumberOfTests=0
+[END OF STRESS CURVE]
+[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]
+ 3
+[LIFT SLIP DATA]
+ 48.792 68.971 10 X-direction Left
+ 13.274 16.312 5 Y-direction Left
+ 68.004 77.028 3 X-direction Right
+ 7.518 8.640 3 Y-direction Right
+ 3.000 7.000 8 Y-direction tangent lines
+ 0 Automatic grid calculation (1)
+[MULTIPLE LIFT TANGENTS]
+ 8 Number of tangentlines
+ 3.000
+ 3.571
+ 4.143
+ 4.714
+ 5.286
+ 5.857
+ 6.429
+ 7.000
+[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
+ 2 2 = Pl-top and pl-bottom
+ 99 99 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+[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]
+ 35.00 = X co-ordinate indicating start of zone [m]
+ 35.00 = 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
+ 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: DamClients/DamUI/trunk/data/Tutorials/DAMLive/Grebbedijk/Grebbedijk.defx
===================================================================
diff -u
--- DamClients/DamUI/trunk/data/Tutorials/DAMLive/Grebbedijk/Grebbedijk.defx (revision 0)
+++ DamClients/DamUI/trunk/data/Tutorials/DAMLive/Grebbedijk/Grebbedijk.defx (revision 1702)
@@ -0,0 +1,9 @@
+
+
+
+
+
+
+
+
+
\ No newline at end of file
Index: DamClients/DamUI/trunk/data/Tutorials/DAMLive/Grebbedijk/Grebbedijk0.soilmaterials.mdb
===================================================================
diff -u
Binary files differ
Index: DamClients/DamUI/trunk/data/Tutorials/DAMLive/Grebbedijk/csvfiles/soilmaterials.mdb
===================================================================
diff -u
Binary files differ
Index: DamClients/DamUI/trunk/data/Tutorials/DAMLive/Grebbedijk/csvfiles/CalculationParameters.xml
===================================================================
diff -u
--- DamClients/DamUI/trunk/data/Tutorials/DAMLive/Grebbedijk/csvfiles/CalculationParameters.xml (revision 0)
+++ DamClients/DamUI/trunk/data/Tutorials/DAMLive/Grebbedijk/csvfiles/CalculationParameters.xml (revision 1702)
@@ -0,0 +1,23 @@
+
+
+
+
+ 1
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+
+
+ 1
+ Bishop
+ CPhi
+ 0
+ GeneticAlgorithm
+ 0
+ DupuitDynamic
+ 1
+
+
\ No newline at end of file
Index: DamClients/DamUI/trunk/data/Tutorials/DAMLive/Grebbedijk/Grebbedijk.geometries2D.0/grebbedijk3a.sti
===================================================================
diff -u
--- DamClients/DamUI/trunk/data/Tutorials/DAMLive/Grebbedijk/Grebbedijk.geometries2D.0/grebbedijk3a.sti (revision 0)
+++ DamClients/DamUI/trunk/data/Tutorials/DAMLive/Grebbedijk/Grebbedijk.geometries2D.0/grebbedijk3a.sti (revision 1702)
@@ -0,0 +1,1728 @@
+Input file for MStab : Stability of earth slopes.
+==============================================================================
+COMPANY :
+LICENSE : Unknown
+DATE : 10-2-2012
+TIME : 16:47:01
+FILENAME : N:\Projects\1204000\1204397\B. Measurements and calculations\MStab-Wichman\voor John van Es\update febr 2012\grebbedijk3a.sti
+CREATED BY : MStab version 9.10.8.6
+========================== BEGINNING OF DATA ==========================
+[VERSION]
+Soil=1000
+Geometry=1000
+StressCurve=1000
+BondStressDiagram=1000
+MStab=1002
+[END OF VERSION]
+
+[SOIL COLLECTION]
+ 15 = number of items
+[SOIL]
+Soft Clay
+SoilColor=16575398
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=14.00
+SoilGamWet=14.00
+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
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+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]
+Medium Clay
+SoilColor=11141025
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=17.00
+SoilGamWet=17.00
+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
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+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]
+Stiff Clay
+SoilColor=2763429
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=19.00
+SoilGamWet=19.00
+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
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+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]
+Peat
+SoilColor=7077877
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=12.00
+SoilGamWet=12.00
+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
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+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]
+Loose Sand
+SoilColor=42495
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=17.00
+SoilGamWet=19.00
+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
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+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]
+Dense Sand
+SoilColor=15728396
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=19.00
+SoilGamWet=21.00
+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
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+SoilUseProbDefaults=1
+SoilStdCohesion=0.00
+SoilStdPhi=0.00
+SoilStdRatioCuPc=0.00
+SoilStdRatioCuPcPassive=0.00
+SoilStdRatioCuPcActive=0.00
+SoilStdCu=0.00
+SoilStdCuTop=0.00
+SoilStdCuGradient=0.00
+SoilStdPn=0.20
+SoilDistCohesion=3
+SoilDistPhi=3
+SoilDistStressTable=3
+SoilDistRatioCuPc=3
+SoilDistRatioCuPcPassive=3
+SoilDistRatioCuPcActive=3
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+SoilDistPn=3
+SoilCorrelationCPhi=0.00
+SoilRatioCuPcPassive=0.00
+SoilRatioCuPcActive=0.00
+SoilCuPassiveTop=0.00
+SoilCuPassiveBottom=0.00
+SoilCuActiveTop=0.00
+SoilCuActiveBottom=0.00
+SoilUniformRatioCuPc=1
+SoilUniformCu=1
+SoilDesignPartialCohesion=1.25
+SoilDesignStdCohesion=-1.65
+SoilDesignPartialPhi=1.10
+SoilDesignStdPhi=-1.65
+SoilDesignPartialStressTable=1.15
+SoilDesignStdStressTable=-1.65
+SoilDesignPartialRatioCuPc=1.15
+SoilDesignStdRatioCuPc=-1.65
+SoilDesignPartialCu=1.15
+SoilDesignStdCu=-1.65
+SoilDesignPartialPOP=1.10
+SoilDesignStdPOP=-1.65
+SoilDesignPartialRRatio=1.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=50.00
+SoilVertFluctScaleCoh=0.25
+SoilNumberOfTestsCoh=1
+SoilVarianceRatioCoh=0.75
+SoilHorFluctScalePhi=50.00
+SoilVertFluctScalePhi=0.25
+SoilNumberOfTestsPhi=1
+SoilVarianceRatioPhi=0.75
+SoilRRatio=1.0000000
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[SOIL]
+Sand
+SoilColor=851951
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=18.00
+SoilGamWet=20.00
+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
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+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]
+Gravel
+SoilColor=5244889
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=18.00
+SoilGamWet=20.00
+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
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+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]
+Loam
+SoilColor=13407356
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=20.00
+SoilGamWet=20.00
+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
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+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]
+Muck
+SoilColor=4163021
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=11.00
+SoilGamWet=11.00
+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
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+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]
+Undetermined
+SoilColor=16777215
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=0.01
+SoilGamWet=0.02
+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
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+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
+SoilColor=7187949
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=17.50
+SoilGamWet=18.00
+SoilRestSlope=0
+SoilCohesion=7.40
+SoilPhi=22.90
+SoilDilatancy=0.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=0
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+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, zandig
+SoilColor=9094655
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=19.00
+SoilGamWet=19.50
+SoilRestSlope=0
+SoilCohesion=6.40
+SoilPhi=24.20
+SoilDilatancy=0.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=0
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+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
+SoilColor=5953498
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=19.50
+SoilGamWet=20.00
+SoilRestSlope=0
+SoilCohesion=0.00
+SoilPhi=26.30
+SoilDilatancy=0.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=0
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+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, veenhoudend
+SoilColor=6270895
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=15.00
+SoilGamWet=15.00
+SoilRestSlope=0
+SoilCohesion=5.10
+SoilPhi=19.60
+SoilDilatancy=0.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=0
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+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
+
+[POINTS]
+ 47 - Number of geometry points -
+ 1 0.000 7.600 0.000
+ 2 59.000 7.600 0.000
+ 3 60.600 6.000 0.000
+ 4 72.400 6.000 0.000
+ 5 74.000 7.648 0.000
+ 6 78.300 7.650 0.000
+ 7 83.690 7.780 0.000
+ 8 88.870 8.060 0.000
+ 9 91.770 8.580 0.000
+ 10 95.050 9.560 0.000
+ 11 98.160 10.670 0.000
+ 12 101.210 11.660 0.000
+ 13 103.000 12.630 0.000
+ 14 105.800 12.710 0.000
+ 15 108.590 12.670 0.000
+ 16 110.580 11.870 0.000
+ 17 113.600 10.600 0.000
+ 18 117.780 8.940 0.000
+ 19 120.090 8.510 0.000
+ 20 121.790 8.300 0.000
+ 21 125.270 8.300 0.000
+ 22 125.798 8.300 0.000
+ 23 128.301 5.500 0.000
+ 24 129.364 4.500 0.000
+ 25 152.900 4.500 0.000
+ 26 154.000 5.500 0.000
+ 27 157.190 8.823 0.000
+ 28 198.000 8.600 0.000
+ 29 0.000 5.600 0.000
+ 30 89.296 5.600 0.000
+ 31 121.756 5.500 0.000
+ 32 198.000 5.500 0.000
+ 33 0.000 -24.400 0.000
+ 34 198.000 -24.400 0.000
+ 35 0.000 11.650 0.000
+ 36 101.155 11.650 0.000
+ 37 103.000 10.600 0.000
+ 38 108.600 10.600 0.000
+ 39 120.174 8.511 0.000
+ 40 125.354 8.000 0.000
+ 41 125.800 8.000 0.000
+ 42 126.375 8.000 0.000
+ 43 198.000 8.000 0.000
+ 44 0.000 11.600 0.000
+ 45 88.500 10.720 0.000
+ 46 120.218 9.010 0.000
+ 47 198.000 8.000 0.000
+
+[CURVES]
+ 45 - Number of curves -
+ 1 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 1 2
+ 2 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 2 3
+ 3 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 3 4
+ 4 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 4 5
+ 5 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 5 6
+ 6 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 6 7
+ 7 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 7 8
+ 8 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 8 9
+ 9 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 9 10
+ 10 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 10 11
+ 11 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 11 12
+ 12 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 12 13
+ 13 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 13 14
+ 14 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 14 15
+ 15 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 15 16
+ 16 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 16 17
+ 17 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 17 18
+ 18 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 18 19
+ 19 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 19 20
+ 20 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 20 21
+ 21 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 21 22
+ 22 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 22 23
+ 23 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 23 24
+ 24 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 24 25
+ 25 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 25 26
+ 26 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 26 27
+ 27 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 27 28
+ 28 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 8 19
+ 29 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 29 30
+ 30 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 30 31
+ 31 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 31 23
+ 32 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 26 32
+ 33 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 33 34
+ 34 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 35 36
+ 35 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 36 37
+ 36 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 37 38
+ 37 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 38 39
+ 38 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 39 40
+ 39 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 40 41
+ 40 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 41 42
+ 41 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 42 43
+ 42 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 35 44
+ 43 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 44 45
+ 44 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 45 46
+ 45 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 46 47
+
+[BOUNDARIES]
+ 5 - Number of boundaries -
+ 0 - Boundary number
+ 1 - number of curves on boundary, next line(s) are curvenumbers
+ 33
+ 1 - Boundary number
+ 7 - number of curves on boundary, next line(s) are curvenumbers
+ 29 30 31 23 24 25 32
+ 2 - Boundary number
+ 8 - number of curves on boundary, next line(s) are curvenumbers
+ 29 30 31 23 24 25 26 27
+ 3 - Boundary number
+ 17 - number of curves on boundary, next line(s) are curvenumbers
+ 1 2 3 4 5 6 7 28 19 20
+ 21 22 23 24 25 26 27
+ 4 - Boundary number
+ 27 - number of curves on boundary, next line(s) are curvenumbers
+ 1 2 3 4 5 6 7 8 9 10
+ 11 12 13 14 15 16 17 18 19 20
+ 21 22 23 24 25 26 27
+
+[USE PROBABILISTIC DEFAULTS BOUNDARIES]
+ 5 - Number of boundaries -
+ 1
+ 1
+ 1
+ 1
+ 1
+
+[STDV BOUNDARIES]
+ 5 - Number of boundaries -
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+
+[DISTRIBUTION BOUNDARIES]
+ 5 - Number of boundaries -
+ 0
+ 0
+ 0
+ 0
+ 0
+
+[PIEZO LINES]
+ 2 - Number of piezometric level lines -
+ 1 - PlLine number
+ 8 - number of curves on PlLine, next line(s) are curvenumbers
+ 34 35 36 37 38 39 40 41
+ 2 - PlLine number
+ 4 - number of curves on PlLine, next line(s) are curvenumbers
+ 42 43 44 45
+
+[PHREATIC LINE]
+ 1 - Number of the piezometric level line acting as 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 -
+
+[LAYERS]
+ 4 - Number of layers -
+ 1 - Layer number, next line is material of layer
+ Zand
+ 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
+ Klei, zandig
+ 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, zandig
+ 1 - Piezometric level line at top of layer
+ 2 - 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
+ 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
+
+[LAYERLOADS]
+ - Layers which are loads -
+
+
+[END OF GEOMETRY DATA]
+[RUN IDENTIFICATION TITLES]
+Waterschap Vallei & Eem
+Derde veiligheidstoetsing Grebbedijk
+Dp 6.22
+[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
+[FORBIDDEN LINES]
+ 1 - Forbidden lines
+ 1
+ 118.00 8.00 - X1 Y1
+ 123.00 8.00 - X2 Y2
+[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 0 100
+ 0 capillary water not included
+[degree Free water(Cu)]
+ 100 100 100 100
+[degree earth quake]
+ 100 100 100 100
+[CIRCLES]
+ 123.831 130.441 5 X-direction
+ 20.175 24.002 5 Y-direction
+ 7.478 4.869 5 Tangent lines
+ 103.000 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 ]
+ 0 = number of items
+[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]
+[START VALUE SAFETY FACTOR]
+ 1.000 [-]
+[REFERENCE LEVEL CU]
+ 5
+[LIFT SLIP DATA]
+ 103.000 103.000 1 X-direction Left
+ 0.000 0.000 1 Y-direction Left
+ 103.000 103.000 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
+ 4 - Number of layers
+ 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
+[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
+[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]
+ 103.00 = X co-ordinate indicating start of zone [m]
+ 103.00 = 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
+ 103.00 = Left side minimum road [m]
+ 103.00 = 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]
+[END OF INPUT FILE]
Index: DamClients/DamUI/trunk/data/Tutorials/DAMLive/Grebbedijk/csvfiles/modelparameters.csv
===================================================================
diff -u
--- DamClients/DamUI/trunk/data/Tutorials/DAMLive/Grebbedijk/csvfiles/modelparameters.csv (revision 0)
+++ DamClients/DamUI/trunk/data/Tutorials/DAMLive/Grebbedijk/csvfiles/modelparameters.csv (revision 1702)
@@ -0,0 +1,2 @@
+indringingslengte;verkeersbelasting;dempingsfactor_pl3;dempingsfactor_pl4;safety_factor_stability_inner_slope;safety_factor_piping;pl_line_creation_method;level_reduction_inside;level_reduction_outside;map_for_soilgeometries2D
+0;0;0;0;1.3;1.2;ExpertKnowledgeRRD;0.5;0.6;.\Geometries
Index: DamClients/DamUI/trunk/data/Tutorials/DAMLive/Grebbedijk/csvfiles/segments.csv
===================================================================
diff -u
--- DamClients/DamUI/trunk/data/Tutorials/DAMLive/Grebbedijk/csvfiles/segments.csv (revision 0)
+++ DamClients/DamUI/trunk/data/Tutorials/DAMLive/Grebbedijk/csvfiles/segments.csv (revision 1702)
@@ -0,0 +1,3 @@
+segment_id;soilgeometry2D_name;probability;calculation_type
+grebbedijk3a;grebbedijk3a.sti;100;Stability
+grebbedijk1a;grebbedijk1a.sti;100;Stability
Index: DamClients/DamUI/trunk/data/Tutorials/DAMLive/Grebbedijk/csvfiles/characteristicpoints.csv
===================================================================
diff -u
--- DamClients/DamUI/trunk/data/Tutorials/DAMLive/Grebbedijk/csvfiles/characteristicpoints.csv (revision 0)
+++ DamClients/DamUI/trunk/data/Tutorials/DAMLive/Grebbedijk/csvfiles/characteristicpoints.csv (revision 1702)
@@ -0,0 +1,3 @@
+Profielnaam;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;X_Dijktafelhoogte;Y_Dijktafelhoogte;Z_Dijktafelhoogte;Volgnummer
+grebbedijk3a;198;0;8.6;157.19;0;8.823;152.9;0;4.5;129.364;0;4.5;125.798;0;8.3;120.09;0;8.51;-1;-1;-1;-1;-1;-1;108.59;0;12.67;108.59;0;12.67;106.09;0;12.706;103;0;12.63;-1;-1;-1;-1;-1;-1;88.87;0;8.06;-1;-1;-1;-1;-1;-1;0;0;7.6;103;0;12.63;1
+grebbedijk1a;135;0;7.04;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;-1;53.28;0;7.97;-1;-1;-1;-1;-1;-1;41.4;0;12.54;41.4;0;12.54;38.9;0;12.493;35;0;12.42;-1;-1;-1;-1;-1;-1;21.18;0;7.74;-1;-1;-1;-1;-1;-1;0;0;7.4;35;0;12.42;2
Index: DamClients/DamUI/trunk/data/Tutorials/DAMLive/Grebbedijk/Grebbedijk.geometries2D.0/grebbedijk1a.sti
===================================================================
diff -u
--- DamClients/DamUI/trunk/data/Tutorials/DAMLive/Grebbedijk/Grebbedijk.geometries2D.0/grebbedijk1a.sti (revision 0)
+++ DamClients/DamUI/trunk/data/Tutorials/DAMLive/Grebbedijk/Grebbedijk.geometries2D.0/grebbedijk1a.sti (revision 1702)
@@ -0,0 +1,823 @@
+Input file for MStabDamUtil : Stability of earth slopes.
+==============================================================================
+COMPANY :
+LICENSE :
+DATE : 19-10-2012
+TIME : 14:48:24
+FILENAME : D:\Grebbedijk DAM2\Geometries\grebbedijk1a.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]
+ 3 = number of items
+[SOIL]
+zand (1)
+SoilColor=12632256
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=19.50
+SoilGamOvenDry=0.01
+SoilGamWet=20.00
+SoilRestSlope=0
+SoilDiameterD70=200.00
+SoilCohesion=0.00
+SoilPhi=26.30
+SoilDilatancy=30.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=1
+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 (1)
+SoilColor=16512
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=17.50
+SoilGamOvenDry=0.01
+SoilGamWet=18.00
+SoilRestSlope=0
+SoilDiameterD70=200.00
+SoilCohesion=7.40
+SoilPhi=22.90
+SoilDilatancy=23.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=1
+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, zandig
+SoilColor=10944420
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=19.00
+SoilGamOvenDry=0.01
+SoilGamWet=19.50
+SoilRestSlope=0
+SoilDiameterD70=200.00
+SoilCohesion=6.40
+SoilPhi=24.20
+SoilDilatancy=25.00
+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]
+ 36 - Number of geometry points -
+ 1 0.000 7.400 0.000
+ 2 5.290 7.390 0.000
+ 3 10.050 7.450 0.000
+ 4 15.290 7.480 0.000
+ 5 21.180 7.740 0.000
+ 6 33.000 11.450 0.000
+ 7 35.000 12.420 0.000
+ 8 41.400 12.540 0.000
+ 9 45.240 11.100 0.000
+ 10 49.160 9.350 0.000
+ 11 53.280 7.970 0.000
+ 12 56.070 7.820 0.000
+ 13 65.060 7.600 0.000
+ 14 70.200 7.500 0.000
+ 15 135.000 7.040 0.000
+ 16 0.000 5.030 0.000
+ 17 41.400 6.040 0.000
+ 18 135.000 6.040 0.000
+ 19 0.000 4.530 0.000
+ 20 41.400 5.540 0.000
+ 21 135.000 5.540 0.000
+ 22 0.000 4.030 0.000
+ 23 41.400 5.040 0.000
+ 24 135.000 5.040 0.000
+ 25 0.000 -1.000 0.000
+ 26 135.000 -1.000 0.000
+ 27 0.000 11.400 0.000
+ 28 33.200 11.400 0.000
+ 29 34.000 10.400 0.000
+ 30 41.300 10.400 0.000
+ 31 55.100 7.500 0.000
+ 32 135.000 7.500 0.000
+ 33 0.000 10.500 0.000
+ 34 15.000 10.250 0.000
+ 35 57.000 8.140 0.000
+ 36 135.000 7.600 0.000
+[END OF POINTS]
+
+[CURVES]
+ 29 - Number of curves -
+ 1 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 1 2
+ 2 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 2 3
+ 3 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 3 4
+ 4 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 4 5
+ 5 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 5 6
+ 6 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 6 7
+ 7 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 7 8
+ 8 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 8 9
+ 9 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 9 10
+ 10 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 10 11
+ 11 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 11 12
+ 12 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 12 13
+ 13 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 13 14
+ 14 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 14 15
+ 15 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 16 17
+ 16 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 17 18
+ 17 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 19 20
+ 18 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 20 21
+ 19 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 22 23
+ 20 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 23 24
+ 21 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 25 26
+ 22 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 27 28
+ 23 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 28 29
+ 24 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 29 30
+ 25 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 30 31
+ 26 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 31 32
+ 27 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 33 34
+ 28 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 34 35
+ 29 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 35 36
+[END OF CURVES]
+
+[BOUNDARIES]
+ 5 - Number of boundaries -
+ 0 - Boundary number
+ 1 - number of curves on boundary, next line(s) are curvenumbers
+ 21
+ 1 - Boundary number
+ 2 - number of curves on boundary, next line(s) are curvenumbers
+ 19 20
+ 2 - Boundary number
+ 2 - number of curves on boundary, next line(s) are curvenumbers
+ 17 18
+ 3 - Boundary number
+ 2 - number of curves on boundary, next line(s) are curvenumbers
+ 15 16
+ 4 - Boundary number
+ 14 - number of curves on boundary, next line(s) are curvenumbers
+ 1 2 3 4 5 6 7 8 9 10
+ 11 12 13 14
+[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
+ 5 - number of curves on PlLine, next line(s) are curvenumbers
+ 22 23 24 25 26
+ 2 - PlLine number
+ 3 - number of curves on PlLine, next line(s) are curvenumbers
+ 27 28 29
+[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
+ zand (1)
+ 2 - Piezometric level line at top of layer
+ 2 - Piezometric level line at bottom of layer
+ 1 - Boundarynumber at top of layer
+ 0 - Boundarynumber at bottom of layer
+ 2 - Layer number, next line is material of layer
+ klei (1)
+ 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 (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 (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
+[END OF LAYERS]
+
+[LAYERLOADS]
+ - Layers which are loads -
+
+[END OF LAYERLOADS]
+
+[END OF GEOMETRY DATA]
+[RUN IDENTIFICATION TITLES]
+Grebbedijk Deltawet traject dp 38 - 49
+dp43 verbeterd profiel
+
+[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]
+ 100 100 100 100
+ 0 capillary water not included
+[degree Free water(Cu)]
+ 100 100 100 100
+[degree earth quake]
+ 100 100 100 100
+[CIRCLES]
+ 58.105 72.936 10 X-direction
+ 12.932 15.102 5 Y-direction
+ 7.400 3.400 8 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 ]
+ 0 = number of items
+[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]
+ 1 = number of items
+[STRESS CURVE]
+1 13.00 -2.50 0.00
+0
+SoilStressTableNumberOfTests=0
+[END OF STRESS CURVE]
+[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]
+ 3
+[LIFT SLIP DATA]
+ 48.792 68.971 10 X-direction Left
+ 13.274 16.312 5 Y-direction Left
+ 68.004 77.028 3 X-direction Right
+ 7.518 8.640 3 Y-direction Right
+ 3.000 7.000 8 Y-direction tangent lines
+ 0 Automatic grid calculation (1)
+[MULTIPLE LIFT TANGENTS]
+ 8 Number of tangentlines
+ 3.000
+ 3.571
+ 4.143
+ 4.714
+ 5.286
+ 5.857
+ 6.429
+ 7.000
+[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
+ 2 2 = Pl-top and pl-bottom
+ 99 99 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+[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]
+ 35.00 = X co-ordinate indicating start of zone [m]
+ 35.00 = 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
+ 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: DamClients/DamUI/trunk/data/Tutorials/DAMLive/Grebbedijk/csvfiles/locations.csv
===================================================================
diff -u
--- DamClients/DamUI/trunk/data/Tutorials/DAMLive/Grebbedijk/csvfiles/locations.csv (revision 0)
+++ DamClients/DamUI/trunk/data/Tutorials/DAMLive/Grebbedijk/csvfiles/locations.csv (revision 1702)
@@ -0,0 +1,3 @@
+location_id;surfaceline_id;segment_id;geo_x;geo_y;x_soilgeometry2D_origin;polderlevel;head_pl2;head_pl3;head_pl4;grass_quality;direction;ophoogmateriaaldijk;ophoogmateriaalberm;dempingsfactor_pl3;dempingsfactor_pl4;PLLineCreationMethod;PLLineOffsetBelowDikeTopAtRiver;PLLineOffsetBelowDikeTopAtPolder;PLLineOffsetBelowShoulderBaseInside;PLLIneOffsetBelowDikeToeAtPolder;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;minimal_circle_depth;safety_factor_piping;safety_factor_stability_inner_slope;safety_factor_stability_outer_slope;uplift_criterion_piping;uplift_criterion_stability;verkeersbelasting;Sheetpile_x;Sheetpile_y;Sheetpile_z;Sheetpile_length
+grebbedijk3a;grebbedijk3a;grebbedijk3a;174163.4;441729;0;8;11.6;11.6;11.6;1;1;dijksmateriaal_klei;bermmateriaal_klei;0.1;0.1;ExpertKnowledgeRRD;1.05;1.05;0;0;0.3333;1;1;1.5;1.2;1.3;0.9;1.2;1.2;0;125;0;8;4
+grebbedijk1a;grebbedijk1a;grebbedijk1a;171020.4;440036.34;0;7.5;10.5;10.5;10.5;1;1;dijksmateriaal_klei;bermmateriaal_klei;0.5;0.5;ExpertKnowledgeRRD;1;1;0;0;0.3333;1;1;1.5;1.2;1.3;0.9;1.2;1.2;0;0;0;0;0
Index: DamClients/DamUI/trunk/data/Tutorials/DAMLive/Grebbedijk/csvfiles/Geometries/grebbedijk3a.sti
===================================================================
diff -u
--- DamClients/DamUI/trunk/data/Tutorials/DAMLive/Grebbedijk/csvfiles/Geometries/grebbedijk3a.sti (revision 0)
+++ DamClients/DamUI/trunk/data/Tutorials/DAMLive/Grebbedijk/csvfiles/Geometries/grebbedijk3a.sti (revision 1702)
@@ -0,0 +1,1728 @@
+Input file for MStab : Stability of earth slopes.
+==============================================================================
+COMPANY :
+LICENSE : Unknown
+DATE : 10-2-2012
+TIME : 16:47:01
+FILENAME : N:\Projects\1204000\1204397\B. Measurements and calculations\MStab-Wichman\voor John van Es\update febr 2012\grebbedijk3a.sti
+CREATED BY : MStab version 9.10.8.6
+========================== BEGINNING OF DATA ==========================
+[VERSION]
+Soil=1000
+Geometry=1000
+StressCurve=1000
+BondStressDiagram=1000
+MStab=1002
+[END OF VERSION]
+
+[SOIL COLLECTION]
+ 15 = number of items
+[SOIL]
+Soft Clay
+SoilColor=16575398
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=14.00
+SoilGamWet=14.00
+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
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+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]
+Medium Clay
+SoilColor=11141025
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=17.00
+SoilGamWet=17.00
+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
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+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]
+Stiff Clay
+SoilColor=2763429
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=19.00
+SoilGamWet=19.00
+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
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+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]
+Peat
+SoilColor=7077877
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=12.00
+SoilGamWet=12.00
+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
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+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]
+Loose Sand
+SoilColor=42495
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=17.00
+SoilGamWet=19.00
+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
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+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]
+Dense Sand
+SoilColor=15728396
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=19.00
+SoilGamWet=21.00
+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
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+SoilUseProbDefaults=1
+SoilStdCohesion=0.00
+SoilStdPhi=0.00
+SoilStdRatioCuPc=0.00
+SoilStdRatioCuPcPassive=0.00
+SoilStdRatioCuPcActive=0.00
+SoilStdCu=0.00
+SoilStdCuTop=0.00
+SoilStdCuGradient=0.00
+SoilStdPn=0.20
+SoilDistCohesion=3
+SoilDistPhi=3
+SoilDistStressTable=3
+SoilDistRatioCuPc=3
+SoilDistRatioCuPcPassive=3
+SoilDistRatioCuPcActive=3
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+SoilDistPn=3
+SoilCorrelationCPhi=0.00
+SoilRatioCuPcPassive=0.00
+SoilRatioCuPcActive=0.00
+SoilCuPassiveTop=0.00
+SoilCuPassiveBottom=0.00
+SoilCuActiveTop=0.00
+SoilCuActiveBottom=0.00
+SoilUniformRatioCuPc=1
+SoilUniformCu=1
+SoilDesignPartialCohesion=1.25
+SoilDesignStdCohesion=-1.65
+SoilDesignPartialPhi=1.10
+SoilDesignStdPhi=-1.65
+SoilDesignPartialStressTable=1.15
+SoilDesignStdStressTable=-1.65
+SoilDesignPartialRatioCuPc=1.15
+SoilDesignStdRatioCuPc=-1.65
+SoilDesignPartialCu=1.15
+SoilDesignStdCu=-1.65
+SoilDesignPartialPOP=1.10
+SoilDesignStdPOP=-1.65
+SoilDesignPartialRRatio=1.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=50.00
+SoilVertFluctScaleCoh=0.25
+SoilNumberOfTestsCoh=1
+SoilVarianceRatioCoh=0.75
+SoilHorFluctScalePhi=50.00
+SoilVertFluctScalePhi=0.25
+SoilNumberOfTestsPhi=1
+SoilVarianceRatioPhi=0.75
+SoilRRatio=1.0000000
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[SOIL]
+Sand
+SoilColor=851951
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=18.00
+SoilGamWet=20.00
+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
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+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]
+Gravel
+SoilColor=5244889
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=18.00
+SoilGamWet=20.00
+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
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+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]
+Loam
+SoilColor=13407356
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=20.00
+SoilGamWet=20.00
+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
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+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]
+Muck
+SoilColor=4163021
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=11.00
+SoilGamWet=11.00
+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
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+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]
+Undetermined
+SoilColor=16777215
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=0.01
+SoilGamWet=0.02
+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
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+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
+SoilColor=7187949
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=17.50
+SoilGamWet=18.00
+SoilRestSlope=0
+SoilCohesion=7.40
+SoilPhi=22.90
+SoilDilatancy=0.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=0
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+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, zandig
+SoilColor=9094655
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=19.00
+SoilGamWet=19.50
+SoilRestSlope=0
+SoilCohesion=6.40
+SoilPhi=24.20
+SoilDilatancy=0.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=0
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+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
+SoilColor=5953498
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=19.50
+SoilGamWet=20.00
+SoilRestSlope=0
+SoilCohesion=0.00
+SoilPhi=26.30
+SoilDilatancy=0.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=0
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+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, veenhoudend
+SoilColor=6270895
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=15.00
+SoilGamWet=15.00
+SoilRestSlope=0
+SoilCohesion=5.10
+SoilPhi=19.60
+SoilDilatancy=0.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=0
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+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
+
+[POINTS]
+ 47 - Number of geometry points -
+ 1 0.000 7.600 0.000
+ 2 59.000 7.600 0.000
+ 3 60.600 6.000 0.000
+ 4 72.400 6.000 0.000
+ 5 74.000 7.648 0.000
+ 6 78.300 7.650 0.000
+ 7 83.690 7.780 0.000
+ 8 88.870 8.060 0.000
+ 9 91.770 8.580 0.000
+ 10 95.050 9.560 0.000
+ 11 98.160 10.670 0.000
+ 12 101.210 11.660 0.000
+ 13 103.000 12.630 0.000
+ 14 105.800 12.710 0.000
+ 15 108.590 12.670 0.000
+ 16 110.580 11.870 0.000
+ 17 113.600 10.600 0.000
+ 18 117.780 8.940 0.000
+ 19 120.090 8.510 0.000
+ 20 121.790 8.300 0.000
+ 21 125.270 8.300 0.000
+ 22 125.798 8.300 0.000
+ 23 128.301 5.500 0.000
+ 24 129.364 4.500 0.000
+ 25 152.900 4.500 0.000
+ 26 154.000 5.500 0.000
+ 27 157.190 8.823 0.000
+ 28 198.000 8.600 0.000
+ 29 0.000 5.600 0.000
+ 30 89.296 5.600 0.000
+ 31 121.756 5.500 0.000
+ 32 198.000 5.500 0.000
+ 33 0.000 -24.400 0.000
+ 34 198.000 -24.400 0.000
+ 35 0.000 11.650 0.000
+ 36 101.155 11.650 0.000
+ 37 103.000 10.600 0.000
+ 38 108.600 10.600 0.000
+ 39 120.174 8.511 0.000
+ 40 125.354 8.000 0.000
+ 41 125.800 8.000 0.000
+ 42 126.375 8.000 0.000
+ 43 198.000 8.000 0.000
+ 44 0.000 11.600 0.000
+ 45 88.500 10.720 0.000
+ 46 120.218 9.010 0.000
+ 47 198.000 8.000 0.000
+
+[CURVES]
+ 45 - Number of curves -
+ 1 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 1 2
+ 2 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 2 3
+ 3 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 3 4
+ 4 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 4 5
+ 5 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 5 6
+ 6 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 6 7
+ 7 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 7 8
+ 8 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 8 9
+ 9 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 9 10
+ 10 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 10 11
+ 11 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 11 12
+ 12 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 12 13
+ 13 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 13 14
+ 14 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 14 15
+ 15 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 15 16
+ 16 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 16 17
+ 17 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 17 18
+ 18 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 18 19
+ 19 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 19 20
+ 20 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 20 21
+ 21 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 21 22
+ 22 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 22 23
+ 23 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 23 24
+ 24 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 24 25
+ 25 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 25 26
+ 26 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 26 27
+ 27 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 27 28
+ 28 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 8 19
+ 29 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 29 30
+ 30 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 30 31
+ 31 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 31 23
+ 32 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 26 32
+ 33 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 33 34
+ 34 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 35 36
+ 35 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 36 37
+ 36 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 37 38
+ 37 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 38 39
+ 38 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 39 40
+ 39 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 40 41
+ 40 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 41 42
+ 41 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 42 43
+ 42 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 35 44
+ 43 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 44 45
+ 44 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 45 46
+ 45 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 46 47
+
+[BOUNDARIES]
+ 5 - Number of boundaries -
+ 0 - Boundary number
+ 1 - number of curves on boundary, next line(s) are curvenumbers
+ 33
+ 1 - Boundary number
+ 7 - number of curves on boundary, next line(s) are curvenumbers
+ 29 30 31 23 24 25 32
+ 2 - Boundary number
+ 8 - number of curves on boundary, next line(s) are curvenumbers
+ 29 30 31 23 24 25 26 27
+ 3 - Boundary number
+ 17 - number of curves on boundary, next line(s) are curvenumbers
+ 1 2 3 4 5 6 7 28 19 20
+ 21 22 23 24 25 26 27
+ 4 - Boundary number
+ 27 - number of curves on boundary, next line(s) are curvenumbers
+ 1 2 3 4 5 6 7 8 9 10
+ 11 12 13 14 15 16 17 18 19 20
+ 21 22 23 24 25 26 27
+
+[USE PROBABILISTIC DEFAULTS BOUNDARIES]
+ 5 - Number of boundaries -
+ 1
+ 1
+ 1
+ 1
+ 1
+
+[STDV BOUNDARIES]
+ 5 - Number of boundaries -
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+
+[DISTRIBUTION BOUNDARIES]
+ 5 - Number of boundaries -
+ 0
+ 0
+ 0
+ 0
+ 0
+
+[PIEZO LINES]
+ 2 - Number of piezometric level lines -
+ 1 - PlLine number
+ 8 - number of curves on PlLine, next line(s) are curvenumbers
+ 34 35 36 37 38 39 40 41
+ 2 - PlLine number
+ 4 - number of curves on PlLine, next line(s) are curvenumbers
+ 42 43 44 45
+
+[PHREATIC LINE]
+ 1 - Number of the piezometric level line acting as 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 -
+
+[LAYERS]
+ 4 - Number of layers -
+ 1 - Layer number, next line is material of layer
+ Zand
+ 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
+ Klei, zandig
+ 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, zandig
+ 1 - Piezometric level line at top of layer
+ 2 - 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
+ 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
+
+[LAYERLOADS]
+ - Layers which are loads -
+
+
+[END OF GEOMETRY DATA]
+[RUN IDENTIFICATION TITLES]
+Waterschap Vallei & Eem
+Derde veiligheidstoetsing Grebbedijk
+Dp 6.22
+[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
+[FORBIDDEN LINES]
+ 1 - Forbidden lines
+ 1
+ 118.00 8.00 - X1 Y1
+ 123.00 8.00 - X2 Y2
+[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 0 100
+ 0 capillary water not included
+[degree Free water(Cu)]
+ 100 100 100 100
+[degree earth quake]
+ 100 100 100 100
+[CIRCLES]
+ 123.831 130.441 5 X-direction
+ 20.175 24.002 5 Y-direction
+ 7.478 4.869 5 Tangent lines
+ 103.000 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 ]
+ 0 = number of items
+[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]
+[START VALUE SAFETY FACTOR]
+ 1.000 [-]
+[REFERENCE LEVEL CU]
+ 5
+[LIFT SLIP DATA]
+ 103.000 103.000 1 X-direction Left
+ 0.000 0.000 1 Y-direction Left
+ 103.000 103.000 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
+ 4 - Number of layers
+ 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
+[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
+[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]
+ 103.00 = X co-ordinate indicating start of zone [m]
+ 103.00 = 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
+ 103.00 = Left side minimum road [m]
+ 103.00 = 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]
+[END OF INPUT FILE]