Index: DamClients/DamLive/trunk/data/HHNK Purmer/csvfiles/locations.csv
===================================================================
diff -u
--- DamClients/DamLive/trunk/data/HHNK Purmer/csvfiles/locations.csv (revision 0)
+++ DamClients/DamLive/trunk/data/HHNK Purmer/csvfiles/locations.csv (revision 5381)
@@ -0,0 +1,9 @@
+location_id;dikering_id;surfaceline_id;segment_id;Ophoogmateriaaldijk;ZoneType;ForbiddenZoneFactor;minimal_circle_depth;x_soilgeometry2D_origin;SlopeDampingPiezometricHeightPolderSide;polderlevel;safety_factor_stability_inner_slope;TrafficLoad;IntrusionVerticalWaterPressure
+Purmer_PU0110+20_R_V;De Purmer;Purmer_PU0110+20;Purmer_PU0110+20;Klei_dijkmateriaal z_s;NoZones;0;0;0;0.01;-3.7;1;5;Linear
+Purmer_PU0110+20_R;De Purmer;Purmer_PU0110+20;Purmer_PU0110+20;Klei_dijkmateriaal z_s;NoZones;0;0;0;0.01;-3.7;1;0;Linear
+Purmer_PU0110+20_K_V;De Purmer;Purmer_PU0110+20;Purmer_PU0110+20K;K_Klei_dijkmateriaal z_s;NoZones;0;0;0;0.01;-3.7;1;5;Linear
+Purmer_PU0110+20_K;De Purmer;Purmer_PU0110+20;Purmer_PU0110+20K;K_Klei_dijkmateriaal z_s;NoZones;0;0;0;0.01;-3.7;1;0;Linear
+Purmer_PU0042+00_R_V;De Purmer;Purmer_PU0042+00;Purmer_PU0042+00;Klei_dijkmateriaal z_s;NoZones;0;0;0;0.03;-3.6;0.85;13;Linear
+Purmer_PU0042+00_R;De Purmer;Purmer_PU0042+00;Purmer_PU0042+00;Klei_dijkmateriaal z_s;NoZones;0;0;0;0.03;-3.6;0.85;0;Linear
+Purmer_PU0042+00_K_V;De Purmer;Purmer_PU0042+00;Purmer_PU0042+00K;K_Klei_dijkmateriaal z_s;NoZones;0;0;0;0.03;-3.6;0.85;13;Linear
+Purmer_PU0042+00_K;De Purmer;Purmer_PU0042+00;Purmer_PU0042+00K;K_Klei_dijkmateriaal z_s;NoZones;0;0;0;0.03;-3.6;0.85;0;Linear
Index: DamClients/DamLive/trunk/data/HHNK Purmer/csvfiles/surfacelines.csv
===================================================================
diff -u
--- DamClients/DamLive/trunk/data/HHNK Purmer/csvfiles/surfacelines.csv (revision 0)
+++ DamClients/DamLive/trunk/data/HHNK Purmer/csvfiles/surfacelines.csv (revision 5381)
@@ -0,0 +1,3 @@
+LOCATIONID;X1;Y1;Z1;.....;Xn;Yn;Zn;(Profiel);;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;
+Purmer_PU0042+00;125671.631;497560.95;-2.4;125680.692;497553.921;-2.4;125682.394;497552.6;-0.243;125682.731;497552.339;-0.205;125683.067;497552.078;-0.137;125683.404;497551.817;-0.042;125683.74;497551.556;0.015;125684.076;497551.295;0.103;125684.413;497551.034;0.269;125684.749;497550.773;0.46;125685.085;497550.512;0.642;125685.422;497550.251;0.802;125685.758;497549.99;0.951;125686.094;497549.729;1.045;125686.431;497549.469;1.091;125686.767;497549.208;1.129;125687.103;497548.947;1.142;125687.146;497548.914;1.143;125687.44;497548.686;1.148;125687.776;497548.425;1.149;125688.113;497548.164;1.156;125688.449;497547.903;1.154;125688.785;497547.642;1.166;125689.121;497547.381;1.165;125689.458;497547.12;1.088;125689.794;497546.859;0.943;125690.131;497546.598;0.837;125690.467;497546.337;0.695;125690.803;497546.076;0.571;125691.14;497545.815;0.471;125691.476;497545.554;0.323;125691.812;497545.293;0.153;125692.149;497545.032;-0.056;125692.485;497544.771;-0.223;125692.821;497544.51;-0.453;125693.158;497544.25;-0.623;125693.494;497543.989;-0.858;125693.83;497543.728;-1.071;125694.167;497543.467;-1.246;125694.503;497543.206;-1.413;125694.84;497542.945;-1.537;125695.176;497542.684;-1.6;125695.512;497542.423;-1.63;125695.849;497542.162;-1.642;125696.185;497541.901;-1.64;125696.521;497541.64;-1.672;125696.858;497541.379;-1.726;125697.194;497541.118;-1.754;125697.53;497540.857;-1.811;125697.867;497540.596;-1.872;125698.203;497540.335;-1.927;125698.539;497540.074;-1.975;125698.876;497539.813;-2.022;125699.212;497539.552;-2.103;125699.549;497539.292;-2.2;125699.885;497539.031;-2.336;125700.221;497538.77;-2.472;125700.557;497538.509;-2.562;125700.894;497538.248;-2.697;125701.23;497537.987;-2.839;125701.567;497537.726;-2.981;125701.903;497537.465;-3.115;125702.239;497537.204;-3.222;125703.164;497536.486;-3.8;125703.276;497536.4;-3.8;125704.257;497535.638;-3.169;125704.594;497535.377;-2.992;125704.93;497535.116;-2.845;125705.266;497534.856;-2.73;125705.603;497534.595;-2.694;125705.939;497534.334;-2.702;125706.276;497534.073;-2.691;125706.612;497533.812;-2.701;125706.948;497533.551;-2.696;125707.285;497533.29;-2.683;125707.621;497533.029;-2.701;125707.957;497532.768;-2.708;125708.294;497532.507;-2.677;125708.63;497532.246;-2.669;125708.966;497531.985;-2.673;125709.303;497531.724;-2.682;125709.639;497531.463;-2.678;125709.975;497531.202;-2.677;125710.312;497530.941;-2.68;125710.648;497530.68;-2.701;125710.984;497530.419;-2.704;125711.321;497530.159;-2.71;125711.657;497529.898;-2.723;125711.993;497529.637;-2.722;125712.33;497529.376;-2.723;125712.666;497529.115;-2.737;125713.003;497528.854;-2.742;125713.339;497528.593;-2.754;125713.675;497528.332;-2.762;125714.012;497528.071;-2.779;125714.348;497527.81;-2.8;125714.684;497527.549;-2.809;125715.021;497527.288;-2.821;125715.357;497527.027;-2.818;125715.693;497526.766;-2.804;125716.03;497526.505;-2.815;125716.366;497526.244;-2.831;125716.702;497525.983;-2.825;125717.039;497525.722;-2.817;125717.375;497525.461;-2.818
+Purmer_PU0110+20;128014.159;503445.986;-2.4;128029.035;503436.295;-2.4;128031.01;503435.009;-0.042;128031.402;503434.754;0.038;128031.793;503434.498;0.135;128032.185;503434.243;0.414;128032.577;503433.988;0.684;128032.969;503433.732;0.927;128033.361;503433.477;1.091;128033.753;503433.222;1.209;128034.145;503432.967;1.253;128034.537;503432.711;1.266;128034.929;503432.456;1.28;128035.321;503432.201;1.29;128035.712;503431.946;1.305;128036.104;503431.69;1.306;128036.361;503431.523;1.301;128036.496;503431.435;1.298;128036.888;503431.18;1.28;128037.28;503430.925;1.266;128037.672;503430.669;1.228;128038.064;503430.414;1.175;128038.456;503430.159;1.095;128038.848;503429.903;0.899;128039.239;503429.648;0.64;128039.631;503429.393;0.391;128040.023;503429.138;0.127;128040.415;503428.882;-0.128;128040.807;503428.627;-0.37;128041.199;503428.372;-0.607;128041.591;503428.116;-0.927;128041.983;503427.861;-1.18;128042.375;503427.606;-1.41;128042.766;503427.351;-1.586;128043.158;503427.095;-1.676;128043.55;503426.84;-1.772;128043.942;503426.585;-1.81;128044.334;503426.329;-1.84;128044.726;503426.074;-1.866;128045.118;503425.819;-1.9;128045.51;503425.564;-1.936;128045.902;503425.308;-1.963;128046.293;503425.053;-2.003;128046.685;503424.798;-2.045;128047.077;503424.542;-2.079;128047.469;503424.287;-2.107;128047.861;503424.032;-2.193;128048.253;503423.777;-2.351;128048.645;503423.521;-2.606;128049.037;503423.266;-2.83;128049.429;503423.011;-3.111;128049.821;503422.756;-3.377;128050.732;503422.162;-4.1;128051.57;503421.616;-4.1;128052.273;503421.158;-3.541;128052.564;503420.969;-3.531;128053.348;503420.458;-3.369;128053.739;503420.203;-3.328;128054.131;503419.948;-3.286;128054.523;503419.692;-3.28;128054.915;503419.437;-3.297;128055.307;503419.182;-3.325;128062.753;503414.331;-3.393;128063.145;503414.076;-3.348;128063.537;503413.821;-3.395;128063.928;503413.566;-3.382;128064.32;503413.31;-3.402;128064.712;503413.055;-3.352;128065.104;503412.8;-3.163;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;
Index: DamClients/DamLive/trunk/data/HHNK Purmer/DAMLive.damx
===================================================================
diff -u
--- DamClients/DamLive/trunk/data/HHNK Purmer/DAMLive.damx (revision 0)
+++ DamClients/DamLive/trunk/data/HHNK Purmer/DAMLive.damx (revision 5381)
@@ -0,0 +1,5992 @@
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\ No newline at end of file
Index: DamClients/DamLive/trunk/data/HHNK Purmer/geometries/Purmer_PU0042+00K.sti
===================================================================
diff -u
--- DamClients/DamLive/trunk/data/HHNK Purmer/geometries/Purmer_PU0042+00K.sti (revision 0)
+++ DamClients/DamLive/trunk/data/HHNK Purmer/geometries/Purmer_PU0042+00K.sti (revision 5381)
@@ -0,0 +1,2068 @@
+Input file for D-Geo Stability : Stability of earth slopes.
+==============================================================================
+COMPANY : Stichting Deltares
+
+DATE : 15-12-2022
+TIME : 12:47:12
+FILENAME : C:\Users\lam_ks\Tijdelijke Werkbestanden\HHNK DAM-Live Purmer\4workdirFEWS\geometries\DWP_95K.sti
+CREATED BY : D-Geo Stability version 18.1.1.3
+========================== BEGINNING OF DATA ==========================
+[VERSION]
+Soil=1003
+Geometry=1000
+StressCurve=1000
+BondStressDiagram=1000
+YieldStress=1001
+D-Geo Stability=1008
+[END OF VERSION]
+
+[SOIL COLLECTION]
+ 10 = number of items
+[SOIL]
+K_Pleistoceen zand
+SoilColor=65535
+SoilSoilType=1
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=18.00
+SoilGamWet=20.00
+SoilRestSlope=0
+SoilCohesion=0.00
+SoilPhi=28.90
+SoilDilatancy=28.90
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=1
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilStrengthIncreaseExponent=0.80
+SoilPOPTop=0.00
+SoilPOPBottom=0.00
+SoilAdditionalFactorLEM=1.00
+SoilPc=0.00E+00
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=1
+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]
+K_Klei_wadz_gelaagd o_dij
+SoilColor=2330219
+SoilSoilType=3
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=16.30
+SoilGamWet=16.30
+SoilRestSlope=0
+SoilCohesion=0.00
+SoilPhi=0.00
+SoilDilatancy=0.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=Klei_wadz_gelaagd_od
+SoilBondStressTableName=
+SoilMatStrengthType=2
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilStrengthIncreaseExponent=0.80
+SoilPOPTop=0.00
+SoilPOPBottom=0.00
+SoilAdditionalFactorLEM=1.00
+SoilPc=0.00E+00
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=1
+SoilStdCohesion=0.00
+SoilStdPhi=0.00
+SoilStdRatioCuPc=0.00
+SoilStdRatioCuPcPassive=0.00
+SoilStdRatioCuPcActive=0.00
+SoilStdCu=0.00
+SoilStdCuTop=0.00
+SoilStdCuGradient=0.00
+SoilStdPn=0.20
+SoilDistCohesion=3
+SoilDistPhi=3
+SoilDistStressTable=3
+SoilDistRatioCuPc=3
+SoilDistRatioCuPcPassive=3
+SoilDistRatioCuPcActive=3
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+SoilDistPn=3
+SoilCorrelationCPhi=0.00
+SoilRatioCuPcPassive=0.00
+SoilRatioCuPcActive=0.00
+SoilCuPassiveTop=0.00
+SoilCuPassiveBottom=0.00
+SoilCuActiveTop=0.00
+SoilCuActiveBottom=0.00
+SoilUniformRatioCuPc=1
+SoilUniformCu=1
+SoilDesignPartialCohesion=1.25
+SoilDesignStdCohesion=-1.65
+SoilDesignPartialPhi=1.10
+SoilDesignStdPhi=-1.65
+SoilDesignPartialStressTable=1.15
+SoilDesignStdStressTable=-1.65
+SoilDesignPartialRatioCuPc=1.15
+SoilDesignStdRatioCuPc=-1.65
+SoilDesignPartialCu=1.15
+SoilDesignStdCu=-1.65
+SoilDesignPartialPOP=1.10
+SoilDesignStdPOP=-1.65
+SoilDesignPartialRRatio=1.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=50.00
+SoilVertFluctScaleCoh=0.25
+SoilNumberOfTestsCoh=1
+SoilVarianceRatioCoh=0.75
+SoilHorFluctScalePhi=50.00
+SoilVertFluctScalePhi=0.25
+SoilNumberOfTestsPhi=1
+SoilVarianceRatioPhi=0.75
+SoilRRatio=1.0000000
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[SOIL]
+K_Hollandveen_n_dijk
+SoilColor=42495
+SoilSoilType=4
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=9.80
+SoilGamWet=9.80
+SoilRestSlope=0
+SoilCohesion=0.00
+SoilPhi=0.00
+SoilDilatancy=0.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=Hveen_n_dijk
+SoilBondStressTableName=
+SoilMatStrengthType=2
+SoilProbInputValues=0
+SoilRatioCuPc=0.00
+SoilStrengthIncreaseExponent=0.00
+SoilPOPTop=0.00
+SoilPOPBottom=0.00
+SoilAdditionalFactorLEM=1.00
+SoilPc=0.00E+00
+SoilPOP=0.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=0
+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=0.00
+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=0
+SoilUniformCu=0
+SoilDesignPartialCohesion=0.00
+SoilDesignStdCohesion=0.00
+SoilDesignPartialPhi=0.00
+SoilDesignStdPhi=0.00
+SoilDesignPartialStressTable=0.00
+SoilDesignStdStressTable=0.00
+SoilDesignPartialRatioCuPc=0.00
+SoilDesignStdRatioCuPc=0.00
+SoilDesignPartialCu=0.00
+SoilDesignStdCu=0.00
+SoilDesignPartialPOP=0.00
+SoilDesignStdPOP=0.00
+SoilDesignPartialRRatio=0.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=0.00
+SoilVertFluctScaleCoh=0.00
+SoilNumberOfTestsCoh=0
+SoilVarianceRatioCoh=0.00
+SoilHorFluctScalePhi=0.00
+SoilVertFluctScalePhi=0.00
+SoilNumberOfTestsPhi=0
+SoilVarianceRatioPhi=0.00
+SoilRRatio=0.0000000
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[SOIL]
+K_Hollandveen_o_dijk-NZ
+SoilColor=1993170
+SoilSoilType=4
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=9.90
+SoilGamWet=9.90
+SoilRestSlope=0
+SoilCohesion=0.00
+SoilPhi=0.00
+SoilDilatancy=0.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=Hveen_NZ
+SoilBondStressTableName=
+SoilMatStrengthType=2
+SoilProbInputValues=0
+SoilRatioCuPc=0.00
+SoilStrengthIncreaseExponent=0.00
+SoilPOPTop=0.00
+SoilPOPBottom=0.00
+SoilAdditionalFactorLEM=1.00
+SoilPc=0.00E+00
+SoilPOP=0.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=0
+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=0.00
+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=0
+SoilUniformCu=0
+SoilDesignPartialCohesion=0.00
+SoilDesignStdCohesion=0.00
+SoilDesignPartialPhi=0.00
+SoilDesignStdPhi=0.00
+SoilDesignPartialStressTable=0.00
+SoilDesignStdStressTable=0.00
+SoilDesignPartialRatioCuPc=0.00
+SoilDesignStdRatioCuPc=0.00
+SoilDesignPartialCu=0.00
+SoilDesignStdCu=0.00
+SoilDesignPartialPOP=0.00
+SoilDesignStdPOP=0.00
+SoilDesignPartialRRatio=0.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=0.00
+SoilVertFluctScaleCoh=0.00
+SoilNumberOfTestsCoh=0
+SoilVarianceRatioCoh=0.00
+SoilHorFluctScalePhi=0.00
+SoilVertFluctScalePhi=0.00
+SoilNumberOfTestsPhi=0
+SoilVarianceRatioPhi=0.00
+SoilRRatio=0.0000000
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[SOIL]
+K_Klei_o_veen s_z_h_o_dij
+SoilColor=8421376
+SoilSoilType=3
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=15.40
+SoilGamWet=15.40
+SoilRestSlope=0
+SoilCohesion=0.00
+SoilPhi=0.00
+SoilDilatancy=0.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=Klei_o_veen_szho_dijk
+SoilBondStressTableName=
+SoilMatStrengthType=2
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilStrengthIncreaseExponent=0.80
+SoilPOPTop=0.00
+SoilPOPBottom=0.00
+SoilAdditionalFactorLEM=1.00
+SoilPc=0.00E+00
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=1
+SoilStdCohesion=0.00
+SoilStdPhi=0.00
+SoilStdRatioCuPc=0.00
+SoilStdRatioCuPcPassive=0.00
+SoilStdRatioCuPcActive=0.00
+SoilStdCu=0.00
+SoilStdCuTop=0.00
+SoilStdCuGradient=0.00
+SoilStdPn=0.20
+SoilDistCohesion=3
+SoilDistPhi=3
+SoilDistStressTable=3
+SoilDistRatioCuPc=3
+SoilDistRatioCuPcPassive=3
+SoilDistRatioCuPcActive=3
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+SoilDistPn=3
+SoilCorrelationCPhi=0.00
+SoilRatioCuPcPassive=0.00
+SoilRatioCuPcActive=0.00
+SoilCuPassiveTop=0.00
+SoilCuPassiveBottom=0.00
+SoilCuActiveTop=0.00
+SoilCuActiveBottom=0.00
+SoilUniformRatioCuPc=1
+SoilUniformCu=1
+SoilDesignPartialCohesion=1.25
+SoilDesignStdCohesion=-1.65
+SoilDesignPartialPhi=1.10
+SoilDesignStdPhi=-1.65
+SoilDesignPartialStressTable=1.15
+SoilDesignStdStressTable=-1.65
+SoilDesignPartialRatioCuPc=1.15
+SoilDesignStdRatioCuPc=-1.65
+SoilDesignPartialCu=1.15
+SoilDesignStdCu=-1.65
+SoilDesignPartialPOP=1.10
+SoilDesignStdPOP=-1.65
+SoilDesignPartialRRatio=1.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=50.00
+SoilVertFluctScaleCoh=0.25
+SoilNumberOfTestsCoh=1
+SoilVarianceRatioCoh=0.75
+SoilHorFluctScalePhi=50.00
+SoilVertFluctScalePhi=0.25
+SoilNumberOfTestsPhi=1
+SoilVarianceRatioPhi=0.75
+SoilRRatio=1.0000000
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[SOIL]
+K_Klei_o_veen s_z_h_n_dij
+SoilColor=8421376
+SoilSoilType=3
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=15.30
+SoilGamWet=15.30
+SoilRestSlope=0
+SoilCohesion=0.00
+SoilPhi=0.00
+SoilDilatancy=0.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=Klei_o_veen_szhn_dijk
+SoilBondStressTableName=
+SoilMatStrengthType=2
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilStrengthIncreaseExponent=0.80
+SoilPOPTop=0.00
+SoilPOPBottom=0.00
+SoilAdditionalFactorLEM=1.00
+SoilPc=0.00E+00
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=1
+SoilStdCohesion=0.00
+SoilStdPhi=0.00
+SoilStdRatioCuPc=0.00
+SoilStdRatioCuPcPassive=0.00
+SoilStdRatioCuPcActive=0.00
+SoilStdCu=0.00
+SoilStdCuTop=0.00
+SoilStdCuGradient=0.00
+SoilStdPn=0.20
+SoilDistCohesion=3
+SoilDistPhi=3
+SoilDistStressTable=3
+SoilDistRatioCuPc=3
+SoilDistRatioCuPcPassive=3
+SoilDistRatioCuPcActive=3
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+SoilDistPn=3
+SoilCorrelationCPhi=0.00
+SoilRatioCuPcPassive=0.00
+SoilRatioCuPcActive=0.00
+SoilCuPassiveTop=0.00
+SoilCuPassiveBottom=0.00
+SoilCuActiveTop=0.00
+SoilCuActiveBottom=0.00
+SoilUniformRatioCuPc=1
+SoilUniformCu=1
+SoilDesignPartialCohesion=1.25
+SoilDesignStdCohesion=-1.65
+SoilDesignPartialPhi=1.10
+SoilDesignStdPhi=-1.65
+SoilDesignPartialStressTable=1.15
+SoilDesignStdStressTable=-1.65
+SoilDesignPartialRatioCuPc=1.15
+SoilDesignStdRatioCuPc=-1.65
+SoilDesignPartialCu=1.15
+SoilDesignStdCu=-1.65
+SoilDesignPartialPOP=1.10
+SoilDesignStdPOP=-1.65
+SoilDesignPartialRRatio=1.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=50.00
+SoilVertFluctScaleCoh=0.25
+SoilNumberOfTestsCoh=1
+SoilVarianceRatioCoh=0.75
+SoilHorFluctScalePhi=50.00
+SoilVertFluctScalePhi=0.25
+SoilNumberOfTestsPhi=1
+SoilVarianceRatioPhi=0.75
+SoilRRatio=1.0000000
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[SOIL]
+K_Klei_dijkmateriaal h
+SoilColor=16775408
+SoilSoilType=3
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=13.90
+SoilGamWet=13.90
+SoilRestSlope=0
+SoilCohesion=0.00
+SoilPhi=0.00
+SoilDilatancy=0.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=Klei_dijkm_h
+SoilBondStressTableName=
+SoilMatStrengthType=2
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilStrengthIncreaseExponent=0.80
+SoilPOPTop=0.00
+SoilPOPBottom=0.00
+SoilAdditionalFactorLEM=1.00
+SoilPc=0.00E+00
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=1
+SoilStdCohesion=0.00
+SoilStdPhi=0.00
+SoilStdRatioCuPc=0.00
+SoilStdRatioCuPcPassive=0.00
+SoilStdRatioCuPcActive=0.00
+SoilStdCu=0.00
+SoilStdCuTop=0.00
+SoilStdCuGradient=0.00
+SoilStdPn=0.20
+SoilDistCohesion=3
+SoilDistPhi=3
+SoilDistStressTable=3
+SoilDistRatioCuPc=3
+SoilDistRatioCuPcPassive=3
+SoilDistRatioCuPcActive=3
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+SoilDistPn=3
+SoilCorrelationCPhi=0.00
+SoilRatioCuPcPassive=0.00
+SoilRatioCuPcActive=0.00
+SoilCuPassiveTop=0.00
+SoilCuPassiveBottom=0.00
+SoilCuActiveTop=0.00
+SoilCuActiveBottom=0.00
+SoilUniformRatioCuPc=1
+SoilUniformCu=1
+SoilDesignPartialCohesion=1.25
+SoilDesignStdCohesion=-1.65
+SoilDesignPartialPhi=1.10
+SoilDesignStdPhi=-1.65
+SoilDesignPartialStressTable=1.15
+SoilDesignStdStressTable=-1.65
+SoilDesignPartialRatioCuPc=1.15
+SoilDesignStdRatioCuPc=-1.65
+SoilDesignPartialCu=1.15
+SoilDesignStdCu=-1.65
+SoilDesignPartialPOP=1.10
+SoilDesignStdPOP=-1.65
+SoilDesignPartialRRatio=1.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=50.00
+SoilVertFluctScaleCoh=0.25
+SoilNumberOfTestsCoh=1
+SoilVarianceRatioCoh=0.75
+SoilHorFluctScalePhi=50.00
+SoilVertFluctScalePhi=0.25
+SoilNumberOfTestsPhi=1
+SoilVarianceRatioPhi=0.75
+SoilRRatio=1.0000000
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[SOIL]
+K_Klei_dijkmateriaal z_s
+SoilColor=16775408
+SoilSoilType=3
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=16.70
+SoilGamWet=16.70
+SoilRestSlope=0
+SoilCohesion=0.00
+SoilPhi=0.00
+SoilDilatancy=0.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=Klei_dijkm_z_s
+SoilBondStressTableName=
+SoilMatStrengthType=2
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilStrengthIncreaseExponent=0.80
+SoilPOPTop=0.00
+SoilPOPBottom=0.00
+SoilAdditionalFactorLEM=1.00
+SoilPc=0.00E+00
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=1
+SoilStdCohesion=0.00
+SoilStdPhi=0.00
+SoilStdRatioCuPc=0.00
+SoilStdRatioCuPcPassive=0.00
+SoilStdRatioCuPcActive=0.00
+SoilStdCu=0.00
+SoilStdCuTop=0.00
+SoilStdCuGradient=0.00
+SoilStdPn=0.20
+SoilDistCohesion=3
+SoilDistPhi=3
+SoilDistStressTable=3
+SoilDistRatioCuPc=3
+SoilDistRatioCuPcPassive=3
+SoilDistRatioCuPcActive=3
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+SoilDistPn=3
+SoilCorrelationCPhi=0.00
+SoilRatioCuPcPassive=0.00
+SoilRatioCuPcActive=0.00
+SoilCuPassiveTop=0.00
+SoilCuPassiveBottom=0.00
+SoilCuActiveTop=0.00
+SoilCuActiveBottom=0.00
+SoilUniformRatioCuPc=1
+SoilUniformCu=1
+SoilDesignPartialCohesion=1.25
+SoilDesignStdCohesion=-1.65
+SoilDesignPartialPhi=1.10
+SoilDesignStdPhi=-1.65
+SoilDesignPartialStressTable=1.15
+SoilDesignStdStressTable=-1.65
+SoilDesignPartialRatioCuPc=1.15
+SoilDesignStdRatioCuPc=-1.65
+SoilDesignPartialCu=1.15
+SoilDesignStdCu=-1.65
+SoilDesignPartialPOP=1.10
+SoilDesignStdPOP=-1.65
+SoilDesignPartialRRatio=1.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=50.00
+SoilVertFluctScaleCoh=0.25
+SoilNumberOfTestsCoh=1
+SoilVarianceRatioCoh=0.75
+SoilHorFluctScalePhi=50.00
+SoilVertFluctScalePhi=0.25
+SoilNumberOfTestsPhi=1
+SoilVarianceRatioPhi=0.75
+SoilRRatio=1.0000000
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[SOIL]
+K_Klei_bovenveen s_z_h
+SoilColor=9946300
+SoilSoilType=3
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=15.40
+SoilGamWet=15.40
+SoilRestSlope=0
+SoilCohesion=0.00
+SoilPhi=0.00
+SoilDilatancy=0.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=K_Klei_b_veen_szh
+SoilBondStressTableName=
+SoilMatStrengthType=2
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilStrengthIncreaseExponent=0.80
+SoilPOPTop=0.00
+SoilPOPBottom=0.00
+SoilAdditionalFactorLEM=1.00
+SoilPc=0.00E+00
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=1
+SoilStdCohesion=0.00
+SoilStdPhi=0.00
+SoilStdRatioCuPc=0.00
+SoilStdRatioCuPcPassive=0.00
+SoilStdRatioCuPcActive=0.00
+SoilStdCu=0.00
+SoilStdCuTop=0.00
+SoilStdCuGradient=0.00
+SoilStdPn=0.20
+SoilDistCohesion=3
+SoilDistPhi=3
+SoilDistStressTable=3
+SoilDistRatioCuPc=3
+SoilDistRatioCuPcPassive=3
+SoilDistRatioCuPcActive=3
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+SoilDistPn=3
+SoilCorrelationCPhi=0.00
+SoilRatioCuPcPassive=0.00
+SoilRatioCuPcActive=0.00
+SoilCuPassiveTop=0.00
+SoilCuPassiveBottom=0.00
+SoilCuActiveTop=0.00
+SoilCuActiveBottom=0.00
+SoilUniformRatioCuPc=1
+SoilUniformCu=1
+SoilDesignPartialCohesion=1.25
+SoilDesignStdCohesion=-1.65
+SoilDesignPartialPhi=1.10
+SoilDesignStdPhi=-1.65
+SoilDesignPartialStressTable=1.15
+SoilDesignStdStressTable=-1.65
+SoilDesignPartialRatioCuPc=1.15
+SoilDesignStdRatioCuPc=-1.65
+SoilDesignPartialCu=1.15
+SoilDesignStdCu=-1.65
+SoilDesignPartialPOP=1.10
+SoilDesignStdPOP=-1.65
+SoilDesignPartialRRatio=1.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=50.00
+SoilVertFluctScaleCoh=0.25
+SoilNumberOfTestsCoh=1
+SoilVarianceRatioCoh=0.75
+SoilHorFluctScalePhi=50.00
+SoilVertFluctScalePhi=0.25
+SoilNumberOfTestsPhi=1
+SoilVarianceRatioPhi=0.75
+SoilRRatio=1.0000000
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[SOIL]
+K_Hollandveen_o_dijk - DM
+SoilColor=6923673
+SoilSoilType=4
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+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=9.90
+SoilGamWet=9.90
+SoilRestSlope=0
+SoilCohesion=0.00
+SoilPhi=0.00
+SoilDilatancy=0.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=Hveen_NZ
+SoilBondStressTableName=
+SoilMatStrengthType=2
+SoilProbInputValues=0
+SoilRatioCuPc=0.00
+SoilStrengthIncreaseExponent=0.00
+SoilPOPTop=0.00
+SoilPOPBottom=0.00
+SoilAdditionalFactorLEM=1.00
+SoilPc=0.00E+00
+SoilPOP=0.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=0
+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=0.00
+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=0
+SoilUniformCu=0
+SoilDesignPartialCohesion=0.00
+SoilDesignStdCohesion=0.00
+SoilDesignPartialPhi=0.00
+SoilDesignStdPhi=0.00
+SoilDesignPartialStressTable=0.00
+SoilDesignStdStressTable=0.00
+SoilDesignPartialRatioCuPc=0.00
+SoilDesignStdRatioCuPc=0.00
+SoilDesignPartialCu=0.00
+SoilDesignStdCu=0.00
+SoilDesignPartialPOP=0.00
+SoilDesignStdPOP=0.00
+SoilDesignPartialRRatio=0.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=0.00
+SoilVertFluctScaleCoh=0.00
+SoilNumberOfTestsCoh=0
+SoilVarianceRatioCoh=0.00
+SoilHorFluctScalePhi=0.00
+SoilVertFluctScalePhi=0.00
+SoilNumberOfTestsPhi=0
+SoilVarianceRatioPhi=0.00
+SoilRRatio=0.0000000
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[END OF SOIL COLLECTION]
+
+[GEOMETRY DATA]
+[ACCURACY]
+ 0.0010
+[END OF ACCURACY]
+
+[POINTS]
+ 122 - Number of geometry points -
+ 1 0.000 -2.400 0.000
+ 2 11.468 -2.400 0.000
+ 3 12.866 -1.000 0.000
+ 4 24.000 -1.000 0.000
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+[END OF POINTS]
+
+[CURVES]
+ 120 - 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
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+ 2 - number of points on curve, next line(s) are pointnumbers
+ 6 7
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+ 2 - number of points on curve, next line(s) are pointnumbers
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+ 9 - Curve number
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+ 10 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
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+ 11 - Curve number
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+ 26 27
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+ 27 28
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+ 28 29
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+ 40 41
+ 41 - Curve number
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+ 41 42
+ 42 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 42 43
+ 43 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 43 44
+ 44 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 44 45
+ 45 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 45 46
+ 46 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 46 47
+ 47 - Curve number
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+ 48 - Curve number
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+ 48 49
+ 49 - Curve number
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+ 49 50
+ 50 - Curve number
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+ 50 51
+ 51 - Curve number
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+ 51 52
+ 52 - Curve number
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+ 53 - Curve number
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+ 53 54
+ 54 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 54 55
+ 55 - Curve number
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+ 55 56
+ 56 - Curve number
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+ 56 57
+ 57 - Curve number
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+ 57 58
+ 58 - Curve number
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+ 59 - Curve number
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+ 60 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 60 61
+ 61 - Curve number
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+ 61 62
+ 62 - Curve number
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+ 62 63
+ 63 - Curve number
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+ 63 64
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+ 66 - Curve number
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+ 67 - Curve number
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+ 68 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 68 69
+ 69 - Curve number
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+ 70 - Curve number
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+ 71 - Curve number
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+ 72 - Curve number
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+ 75 - Curve number
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+ 76 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 76 77
+ 77 - Curve number
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+ 78 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
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+ 80 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
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+ 81 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
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+ 82 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
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+ 83 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 83 84
+ 84 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 84 85
+ 85 - Curve number
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+ 85 86
+ 86 - Curve number
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+ 87 - Curve number
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+ 88 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
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+ 89 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
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+ 90 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
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+ 91 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 91 92
+ 92 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 92 93
+ 93 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 93 94
+ 94 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 94 95
+ 95 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 95 96
+ 96 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 96 97
+ 97 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 97 98
+ 98 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 98 99
+ 99 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 99 100
+ 100 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 100 101
+ 101 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 101 102
+ 102 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 102 103
+ 103 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 103 104
+ 104 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 104 105
+ 105 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 105 106
+ 106 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 106 107
+ 107 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 107 108
+ 108 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 108 109
+ 109 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 109 110
+ 110 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 110 111
+ 111 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 6 69
+ 112 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 8 112
+ 113 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 112 113
+ 114 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 114 115
+ 115 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 115 112
+ 116 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 115 116
+ 117 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 116 117
+ 118 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 118 116
+ 119 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 119 120
+ 120 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 121 122
+[END OF CURVES]
+
+[BOUNDARIES]
+ 9 - Number of boundaries -
+ 0 - Boundary number
+ 1 - number of curves on boundary, next line(s) are curvenumbers
+ 120
+ 1 - Boundary number
+ 1 - number of curves on boundary, next line(s) are curvenumbers
+ 119
+ 2 - Boundary number
+ 2 - number of curves on boundary, next line(s) are curvenumbers
+ 118 117
+ 3 - Boundary number
+ 3 - number of curves on boundary, next line(s) are curvenumbers
+ 114 116 117
+ 4 - Boundary number
+ 3 - number of curves on boundary, next line(s) are curvenumbers
+ 114 115 113
+ 5 - Boundary number
+ 7 - number of curves on boundary, next line(s) are curvenumbers
+ 1 2 3 4 5 112 113
+ 6 - Boundary number
+ 7 - number of curves on boundary, next line(s) are curvenumbers
+ 1 2 3 4 5 6 7
+ 7 - Boundary number
+ 49 - number of curves on boundary, next line(s) are curvenumbers
+ 1 2 3 4 5 6 111 69 70 71
+ 72 73 74 75 76 77 78 79 80 81
+ 82 83 84 85 86 87 88 89 90 91
+ 92 93 94 95 96 97 98 99 100 101
+ 102 103 104 105 106 107 108 109 110
+ 8 - Boundary number
+ 105 - number of curves on boundary, next line(s) are curvenumbers
+ 1 2 8 9 10 11 12 13 14 15
+ 16 17 18 19 20 21 22 23 24 25
+ 26 27 28 29 30 31 32 33 34 35
+ 36 37 38 39 40 41 42 43 44 45
+ 46 47 48 49 50 51 52 53 54 55
+ 56 57 58 59 60 61 62 63 64 65
+ 66 67 68 69 70 71 72 73 74 75
+ 76 77 78 79 80 81 82 83 84 85
+ 86 87 88 89 90 91 92 93 94 95
+ 96 97 98 99 100 101 102 103 104 105
+ 106 107 108 109 110
+[END OF BOUNDARIES]
+
+[USE PROBABILISTIC DEFAULTS BOUNDARIES]
+ 9 - Number of boundaries -
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES]
+
+[STDV BOUNDARIES]
+ 9 - Number of boundaries -
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+[END OF STDV BOUNDARIES]
+
+[DISTRIBUTION BOUNDARIES]
+ 9 - Number of boundaries -
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+[END OF DISTRIBUTION BOUNDARIES]
+
+[PIEZO LINES]
+ 0 - Number of piezometric level lines -
+[END OF PIEZO LINES]
+
+[PHREATIC LINE]
+ 0 - 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]
+ 8 - Number of layers -
+ 1 - Layer number, next line is material of layer
+ K_Pleistoceen zand
+ 3 - Piezometric level line at top of layer
+ 3 - 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
+ K_Pleistoceen zand
+ 3 - Piezometric level line at top of layer
+ 3 - 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
+ K_Klei_o_veen s_z_h_o_dij
+ 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
+ K_Klei_o_veen s_z_h_n_dij
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 4 - Boundarynumber at top of layer
+ 3 - Boundarynumber at bottom of layer
+ 5 - Layer number, next line is material of layer
+ K_Hollandveen_o_dijk - DM
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 5 - Boundarynumber at top of layer
+ 4 - Boundarynumber at bottom of layer
+ 6 - Layer number, next line is material of layer
+ K_Hollandveen_n_dijk
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 6 - Boundarynumber at top of layer
+ 5 - Boundarynumber at bottom of layer
+ 7 - Layer number, next line is material of layer
+ K_Klei_bovenveen s_z_h
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 7 - Boundarynumber at top of layer
+ 6 - Boundarynumber at bottom of layer
+ 8 - Layer number, next line is material of layer
+ K_Klei_dijkmateriaal z_s
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 8 - Boundarynumber at top of layer
+ 7 - Boundarynumber at bottom of layer
+[END OF LAYERS]
+
+[LAYERLOADS]
+ - Layers which are loads -
+
+[END OF LAYERLOADS]
+
+[END OF GEOMETRY DATA]
+[RUN IDENTIFICATION TITLES]
+
+
+
+[END OF RUN IDENTIFICATION TITLES]
+[MODEL]
+ 4 : Uplift Van
+ 1 : C phi
+ 0 : Probabilistic off
+ 1 : Mean
+ 0 : Geotextiles off
+ 0 : Nails off
+ 0 : Zone plot off
+ 0 : Local measurements
+[END OF MODEL]
+[MSEEPNET]
+ Use potential file
+ 0 : Do not use water net of MSeep file
+ 0 : Do not make negative pressures 0
+[END OF MSEEPNET]
+[UNIT WEIGHT WATER]
+ 9.81 : Unit weight water
+[END OF UNIT WEIGHT WATER]
+[DEGREE OF CONSOLIDATION]
+ 8 Number of layers
+ 8 100
+ 7 100 100
+ 6 100 100 100
+ 5 100 100 100 100
+ 4 100 100 100 100 100
+ 3 100 100 100 100 100 100
+ 2 100 100 100 100 100 100 100
+ 1 100 100 100 100 100 100 100 100
+ 0 capillary water not included
+[END OF DEGREE OF CONSOLIDATION]
+[DEGREE TEMPORARY LOADS]
+ 100 0 0 0 0 0 0 0
+ 0 capillary water not included
+[END OF DEGREE TEMPORARY LOADS]
+[DEGREE EARTH QUAKE]
+ 100 100 100 100 100 100 100 100
+[END OF DEGREE EARTH QUAKE]
+[CIRCLES]
+ 0.000 0.000 1 X-direction
+ 0.000 0.000 1 Y-direction
+ 0.000 0.000 0 Tangent lines
+ 0.000 0.000 0 no fixed point used
+[END OF CIRCLES]
+[SPENCER SLIP DATA]
+ 0 Number of points
+[END OF SPENCER SLIP DATA]
+[SPENCER SLIP DATA 2]
+ 0 Number of points
+[END OF SPENCER SLIP DATA 2]
+[SPENCER SLIP INTERVAL]
+ 2 : Slip spencer interval
+[END OF SPENCER SLIP INTERVAL]
+[LINE LOADS]
+ 0 = number of items
+[END OF LINE LOADS]
+[UNIFORM LOADS]
+ 1 = number of items
+Verkeersbelasting
+ 13.00 = magnitude
+ 19.39 21.90 = xstart and xend
+ 0.00 = distribution angle
+ 2 = temporary load
+[END OF UNIFORM LOADS]
+[TREE ON SLOPE]
+0.00 = WindForce
+0.00 = XCoordinate
+0.00 = YCoordinate
+10.00 = width of root zone
+0.0 = AngleOfDistribution
+[END OF TREE ON SLOPE]
+[EARTH QUAKE]
+ 0.000 = horizontal acceleration
+ 0.000 = vertical acceleration
+ 0.000 = free water moment factor
+[END OF EARTH QUAKE]
+[SIGMA-TAU CURVES]
+ 8 = number of items
+[STRESS CURVE]
+Klei_wadz_gelaagd_od
+2
+[POINT]
+SoilStressTableSigma=0.00
+SoilStressTableTau=0.80
+SoilStressTableTauCharacteristic=0.00
+SoilStressTableTauMean=0.00
+[END OF POINT]
+[POINT]
+SoilStressTableSigma=200.00
+SoilStressTableTau=91.10
+SoilStressTableTauCharacteristic=0.00
+SoilStressTableTauMean=0.00
+[END OF POINT]
+SoilStressTableNumberOfTests=0
+[END OF STRESS CURVE]
+[STRESS CURVE]
+Hveen_n_dijk
+3
+[POINT]
+SoilStressTableSigma=0.00
+SoilStressTableTau=2.10
+SoilStressTableTauCharacteristic=0.00
+SoilStressTableTauMean=0.00
+[END OF POINT]
+[POINT]
+SoilStressTableSigma=5.10
+SoilStressTableTau=2.10
+SoilStressTableTauCharacteristic=0.00
+SoilStressTableTauMean=0.00
+[END OF POINT]
+[POINT]
+SoilStressTableSigma=200.00
+SoilStressTableTau=81.70
+SoilStressTableTauCharacteristic=0.00
+SoilStressTableTauMean=0.00
+[END OF POINT]
+SoilStressTableNumberOfTests=0
+[END OF STRESS CURVE]
+[STRESS CURVE]
+Hveen_NZ
+3
+[POINT]
+SoilStressTableSigma=0.00
+SoilStressTableTau=4.20
+SoilStressTableTauCharacteristic=0.00
+SoilStressTableTauMean=0.00
+[END OF POINT]
+[POINT]
+SoilStressTableSigma=8.40
+SoilStressTableTau=4.20
+SoilStressTableTauCharacteristic=0.00
+SoilStressTableTauMean=0.00
+[END OF POINT]
+[POINT]
+SoilStressTableSigma=200.00
+SoilStressTableTau=99.10
+SoilStressTableTauCharacteristic=0.00
+SoilStressTableTauMean=0.00
+[END OF POINT]
+SoilStressTableNumberOfTests=0
+[END OF STRESS CURVE]
+[STRESS CURVE]
+Klei_o_veen_szho_dijk
+3
+[POINT]
+SoilStressTableSigma=0.00
+SoilStressTableTau=4.20
+SoilStressTableTauCharacteristic=0.00
+SoilStressTableTauMean=0.00
+[END OF POINT]
+[POINT]
+SoilStressTableSigma=3.20
+SoilStressTableTau=4.20
+SoilStressTableTauCharacteristic=0.00
+SoilStressTableTauMean=0.00
+[END OF POINT]
+[POINT]
+SoilStressTableSigma=200.00
+SoilStressTableTau=109.70
+SoilStressTableTauCharacteristic=0.00
+SoilStressTableTauMean=0.00
+[END OF POINT]
+SoilStressTableNumberOfTests=0
+[END OF STRESS CURVE]
+[STRESS CURVE]
+Klei_o_veen_szhn_dijk
+3
+[POINT]
+SoilStressTableSigma=0.00
+SoilStressTableTau=4.20
+SoilStressTableTauCharacteristic=0.00
+SoilStressTableTauMean=0.00
+[END OF POINT]
+[POINT]
+SoilStressTableSigma=4.90
+SoilStressTableTau=4.20
+SoilStressTableTauCharacteristic=0.00
+SoilStressTableTauMean=0.00
+[END OF POINT]
+[POINT]
+SoilStressTableSigma=200.00
+SoilStressTableTau=100.20
+SoilStressTableTauCharacteristic=0.00
+SoilStressTableTauMean=0.00
+[END OF POINT]
+SoilStressTableNumberOfTests=0
+[END OF STRESS CURVE]
+[STRESS CURVE]
+Klei_dijkm_h
+2
+[POINT]
+SoilStressTableSigma=0.00
+SoilStressTableTau=0.90
+SoilStressTableTauCharacteristic=0.00
+SoilStressTableTauMean=0.00
+[END OF POINT]
+[POINT]
+SoilStressTableSigma=200.00
+SoilStressTableTau=104.00
+SoilStressTableTauCharacteristic=0.00
+SoilStressTableTauMean=0.00
+[END OF POINT]
+SoilStressTableNumberOfTests=0
+[END OF STRESS CURVE]
+[STRESS CURVE]
+Klei_dijkm_z_s
+3
+[POINT]
+SoilStressTableSigma=0.00
+SoilStressTableTau=4.20
+SoilStressTableTauCharacteristic=0.00
+SoilStressTableTauMean=0.00
+[END OF POINT]
+[POINT]
+SoilStressTableSigma=6.10
+SoilStressTableTau=4.20
+SoilStressTableTauCharacteristic=0.00
+SoilStressTableTauMean=0.00
+[END OF POINT]
+[POINT]
+SoilStressTableSigma=200.00
+SoilStressTableTau=137.40
+SoilStressTableTauCharacteristic=0.00
+SoilStressTableTauMean=0.00
+[END OF POINT]
+SoilStressTableNumberOfTests=0
+[END OF STRESS CURVE]
+[STRESS CURVE]
+K_Klei_b_veen_szh
+5
+[POINT]
+SoilStressTableSigma=0.00
+SoilStressTableTau=5.00
+SoilStressTableTauCharacteristic=0.00
+SoilStressTableTauMean=0.00
+[END OF POINT]
+[POINT]
+SoilStressTableSigma=6.80
+SoilStressTableTau=5.00
+SoilStressTableTauCharacteristic=0.00
+SoilStressTableTauMean=0.00
+[END OF POINT]
+[POINT]
+SoilStressTableSigma=75.00
+SoilStressTableTau=55.50
+SoilStressTableTauCharacteristic=0.00
+SoilStressTableTauMean=0.00
+[END OF POINT]
+[POINT]
+SoilStressTableSigma=100.00
+SoilStressTableTau=74.00
+SoilStressTableTauCharacteristic=0.00
+SoilStressTableTauMean=0.00
+[END OF POINT]
+[POINT]
+SoilStressTableSigma=200.00
+SoilStressTableTau=148.00
+SoilStressTableTauCharacteristic=0.00
+SoilStressTableTauMean=0.00
+[END OF POINT]
+SoilStressTableNumberOfTests=0
+[END OF STRESS CURVE]
+[END OF SIGMA-TAU CURVES]
+[BOND STRESS DIAGRAMS]
+ 0 = number of items
+[END OF BOND STRESS DIAGRAMS]
+[MEASURED YIELD STRESSES]
+[YIELD STRESSES]
+ 0 = number of items
+[END OF YIELD STRESSES]
+[END OF MEASURED YIELD STRESSES]
+[MINIMAL REQUIRED CIRCLE DEPTH]
+ 0.00 [m]
+[END OF MINIMAL REQUIRED CIRCLE DEPTH]
+[SLIP CIRCLE SELECTION]
+IsMinXEntryUsed=0
+IsMaxXEntryUsed=0
+XEntryMin=0.00
+XEntryMax=0.00
+[END OF SLIP CIRCLE SELECTION]
+[START VALUE SAFETY FACTOR]
+ 1.000 [-]
+[END OF START VALUE SAFETY FACTOR]
+[REFERENCE LEVEL SU]
+ 16.000 Excavation gamma above freatic level
+ 18.000 Excavation gamma below freatic level
+ 0 number of points
+[END OF REFERENCE LEVEL SU]
+
+[LIFT SLIP DATA]
+ 22.520 42.520 11 X-direction Left
+ 1.597 14.390 7 Y-direction Left
+ 41.645 51.645 6 X-direction Right
+ -1.000 2.000 3 Y-direction Right
+ 0.000 0.000 1 Y-direction tangent lines
+ 1 Automatic grid calculation (1)
+[MULTIPLE LIFT TANGENTS]
+ 4 Number of tangentlines
+ -15.000
+ -7.500
+ -5.500
+ -4.000
+[END OF MULTIPLE LIFT TANGENTS]
+[END OF LIFT SLIP DATA]
+[EXTERNAL WATER LEVELS]
+ 0 = No water data used
+ 0.00 = Design level
+ 0.30 = Decimate height
+ 1 norm = 1/10000
+ 1 = number of items
+Water data (1)
+ 1 = Phreatic line
+ 0.00 = Level
+ Piezo lines
+ 8 - Number of layers
+ 3 3 = Pl-top and pl-bottom
+ 3 3 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+[END OF EXTERNAL WATER LEVELS]
+[MODEL FACTOR]
+ 1.00 = Limit value stability factor
+ 0.08 = Standard deviation for limit value stability factor
+ 0.00 = Reference standard deviation for degree of consolidation
+ 100.00 = Length of the section
+ 0 = Use contribution of end section
+ 0.00 = Lateral stress ratio
+ 0.25 = Coefficient of variation contribution edge of section
+[END OF MODEL FACTOR]
+[CALCULATION OPTIONS]
+MoveCalculationGrid=1
+ProbCalculationType=2
+SearchMethod=0
+[END OF CALCULATION OPTIONS]
+[PROBABILISTIC DEFAULTS]
+CohesionVariationTotal=0.25
+CohesionDesignPartial=1.25
+CohesionDesignStdDev=-1.65
+CohesionDistribution=3
+PhiVariationTotal=0.15
+PhiDesignPartial=1.10
+PhiDesignStdDev=-1.65
+PhiDistribution=3
+StressTableVariationTotal=0.20
+StressTableDesignPartial=1.15
+StressTableDesignStdDev=-1.65
+StressTableDistribution=3
+RatioCuPcVariationTotal=0.25
+RatioCuPcDesignPartial=1.15
+RatioCuPcDesignStdDev=-1.65
+RatioCuPcDistribution=3
+CuVariationTotal=0.25
+CuDesignPartial=1.15
+CuDesignStdDev=-1.65
+CuDistribution=3
+POPVariationTotal=0.10
+POPDesignPartial=1.10
+POPDesignStdDev=-1.65
+POPDistribution=3
+CompressionRatioVariationTotal=0.25
+CompressionRatioDesignPartial=1.00
+CompressionRatioDesignStdDev=0.00
+CompressionRatioDistribution=3
+ConsolidationCoefTotalStdDev=20.00
+ConsolidationCoefDesignPartial=1.00
+ConsolidationCoefDesignStdDev=1.65
+ConsolidationCoefDistribution=2
+HydraulicPressureTotalStdDev=0.50
+HydraulicPressureDesignPartial=1.00
+HydraulicPressureDesignStdDev=1.65
+HydraulicPressureDistribution=3
+LimitValueBishopMean=1.00
+LimitValueBishopStdDev=0.08
+LimitValueBishopDistribution=3
+LimitValueVanMean=0.95
+LimitValueVanStdDev=0.08
+LimitValueVanDistribution=3
+[END OF PROBABILISTIC DEFAULTS]
+[NEWZONE PLOT DATA]
+ 0.00 = Diketable Height [m]
+ 0.00 = Width top rest profile [m]
+ 0.00 = X co-ordinate indicating start of zone [m]
+ 65.38 = Boundary of M.H.W influence at X [m]
+ 1.10 = Boundary of M.H.W influence at Y [m]
+ 0.00 = Required safety in zone 1a
+ 0.00 = Required safety in zone 1b
+ 0.00 = Required safety in zone 2a
+ 0.00 = Required safety in zone 2b
+ 0.01 = Left side minimum road [m]
+ 0.01 = Right side minimum road [m]
+ 0.90 = Required safety in zone 3a
+ 0.90 = Required safety in zone 3b
+ 1 Stability calculation at right side
+ 0.50 = Remolding reduction factor
+ 0.80 = Schematization reduction factor
+ 1 Overtopping condition less or equal 0.1 l/m/s
+[END OF NEWZONE PLOT DATA]
+[HORIZONTAL BALANCE]
+HorizontalBalanceXLeft=0.000
+HorizontalBalanceXRight=0.000
+HorizontalBalanceYTop=0.00
+HorizontalBalanceYBottom=0.00
+HorizontalBalanceNYInterval=1
+[END OF HORIZONTAL BALANCE]
+[REQUESTED CIRCLE SLICES]
+ 30 = number of slices
+[END OF REQUESTED CIRCLE SLICES]
+[REQUESTED LIFT SLICES]
+ 50 = number of slices
+[END OF REQUESTED LIFT SLICES]
+[REQUESTED SPENCER SLICES]
+ 50 = number of slices
+[END OF REQUESTED SPENCER SLICES]
+[SOIL RESISTANCE]
+SoilResistanceDowelAction=1
+SoilResistancePullOut=1
+[END OF SOIL RESISTANCE]
+[GENETIC ALGORITHM OPTIONS BISHOP]
+PopulationCount=50
+GenerationCount=50
+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=50
+GenerationCount=50
+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/DamLive/trunk/data/HHNK Purmer/csvfiles/soilmaterials.mds
===================================================================
diff -u
--- DamClients/DamLive/trunk/data/HHNK Purmer/csvfiles/soilmaterials.mds (revision 0)
+++ DamClients/DamLive/trunk/data/HHNK Purmer/csvfiles/soilmaterials.mds (revision 5381)
@@ -0,0 +1,25 @@
+[Frame]
+ProjectId=-
+AnnexNum=-
+DrawnBy=-
+DateStamp=-
+UseCurrentDate=1
+
+[Page]
+PagePrintAxes01=0
+PageOrientation01=1
+PageMarginLeft01=10
+PageMarginRight01=30
+PageMarginTop01=10
+PageMarginBottom01=10
+PageWidth01=210
+PageHeight01=297
+PagePrintAxes02=0
+PageOrientation02=0
+PageMarginLeft02=30
+PageMarginRight02=10
+PageMarginTop02=10
+PageMarginBottom02=10
+PageWidth02=210
+PageHeight02=297
+
Index: DamClients/DamLive/trunk/data/HHNK Purmer/geometries/Purmer_PU0110+20K.sti
===================================================================
diff -u
--- DamClients/DamLive/trunk/data/HHNK Purmer/geometries/Purmer_PU0110+20K.sti (revision 0)
+++ DamClients/DamLive/trunk/data/HHNK Purmer/geometries/Purmer_PU0110+20K.sti (revision 5381)
@@ -0,0 +1,1577 @@
+Input file for D-Geo Stability : Stability of earth slopes.
+==============================================================================
+COMPANY : Stichting Deltares
+
+DATE : 15-12-2022
+TIME : 10:56:07
+FILENAME : C:\Users\lam_ks\Tijdelijke Werkbestanden\HHNK DAM-Live Purmer\4workdirFEWS\geometries\DWP_40K.sti
+CREATED BY : D-Geo Stability version 18.1.1.3
+========================== BEGINNING OF DATA ==========================
+[VERSION]
+Soil=1003
+Geometry=1000
+StressCurve=1000
+BondStressDiagram=1000
+YieldStress=1001
+D-Geo Stability=1008
+[END OF VERSION]
+
+[SOIL COLLECTION]
+ 7 = number of items
+[SOIL]
+K_Pleistoceen zand
+SoilColor=65535
+SoilSoilType=1
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=18.00
+SoilGamWet=20.00
+SoilRestSlope=0
+SoilCohesion=0.00
+SoilPhi=28.90
+SoilDilatancy=28.90
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=1
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilStrengthIncreaseExponent=0.80
+SoilPOPTop=0.00
+SoilPOPBottom=0.00
+SoilAdditionalFactorLEM=1.00
+SoilPc=0.00E+00
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=1
+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]
+K_Klei_o_veen s_z_h_o_dij
+SoilColor=8421376
+SoilSoilType=3
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=15.40
+SoilGamWet=15.40
+SoilRestSlope=0
+SoilCohesion=0.00
+SoilPhi=0.00
+SoilDilatancy=0.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=Klei_o_veen_szho_dijk
+SoilBondStressTableName=
+SoilMatStrengthType=2
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilStrengthIncreaseExponent=0.80
+SoilPOPTop=0.00
+SoilPOPBottom=0.00
+SoilAdditionalFactorLEM=1.00
+SoilPc=0.00E+00
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=1
+SoilStdCohesion=0.00
+SoilStdPhi=0.00
+SoilStdRatioCuPc=0.00
+SoilStdRatioCuPcPassive=0.00
+SoilStdRatioCuPcActive=0.00
+SoilStdCu=0.00
+SoilStdCuTop=0.00
+SoilStdCuGradient=0.00
+SoilStdPn=0.20
+SoilDistCohesion=3
+SoilDistPhi=3
+SoilDistStressTable=3
+SoilDistRatioCuPc=3
+SoilDistRatioCuPcPassive=3
+SoilDistRatioCuPcActive=3
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+SoilDistPn=3
+SoilCorrelationCPhi=0.00
+SoilRatioCuPcPassive=0.00
+SoilRatioCuPcActive=0.00
+SoilCuPassiveTop=0.00
+SoilCuPassiveBottom=0.00
+SoilCuActiveTop=0.00
+SoilCuActiveBottom=0.00
+SoilUniformRatioCuPc=1
+SoilUniformCu=1
+SoilDesignPartialCohesion=1.25
+SoilDesignStdCohesion=-1.65
+SoilDesignPartialPhi=1.10
+SoilDesignStdPhi=-1.65
+SoilDesignPartialStressTable=1.15
+SoilDesignStdStressTable=-1.65
+SoilDesignPartialRatioCuPc=1.15
+SoilDesignStdRatioCuPc=-1.65
+SoilDesignPartialCu=1.15
+SoilDesignStdCu=-1.65
+SoilDesignPartialPOP=1.10
+SoilDesignStdPOP=-1.65
+SoilDesignPartialRRatio=1.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=50.00
+SoilVertFluctScaleCoh=0.25
+SoilNumberOfTestsCoh=1
+SoilVarianceRatioCoh=0.75
+SoilHorFluctScalePhi=50.00
+SoilVertFluctScalePhi=0.25
+SoilNumberOfTestsPhi=1
+SoilVarianceRatioPhi=0.75
+SoilRRatio=1.0000000
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[SOIL]
+K_Hollandveen_o_dijk - DM
+SoilColor=1993170
+SoilSoilType=4
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=10.00
+SoilGamWet=10.00
+SoilRestSlope=0
+SoilCohesion=0.00
+SoilPhi=0.00
+SoilDilatancy=0.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=Hveen_DM
+SoilBondStressTableName=
+SoilMatStrengthType=2
+SoilProbInputValues=0
+SoilRatioCuPc=0.00
+SoilStrengthIncreaseExponent=0.00
+SoilPOPTop=0.00
+SoilPOPBottom=0.00
+SoilAdditionalFactorLEM=1.00
+SoilPc=0.00E+00
+SoilPOP=0.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=0
+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=0.00
+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=0
+SoilUniformCu=0
+SoilDesignPartialCohesion=0.00
+SoilDesignStdCohesion=0.00
+SoilDesignPartialPhi=0.00
+SoilDesignStdPhi=0.00
+SoilDesignPartialStressTable=0.00
+SoilDesignStdStressTable=0.00
+SoilDesignPartialRatioCuPc=0.00
+SoilDesignStdRatioCuPc=0.00
+SoilDesignPartialCu=0.00
+SoilDesignStdCu=0.00
+SoilDesignPartialPOP=0.00
+SoilDesignStdPOP=0.00
+SoilDesignPartialRRatio=0.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=0.00
+SoilVertFluctScaleCoh=0.00
+SoilNumberOfTestsCoh=0
+SoilVarianceRatioCoh=0.00
+SoilHorFluctScalePhi=0.00
+SoilVertFluctScalePhi=0.00
+SoilNumberOfTestsPhi=0
+SoilVarianceRatioPhi=0.00
+SoilRRatio=0.0000000
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[SOIL]
+K_Hollandveen_n_dijk
+SoilColor=42495
+SoilSoilType=4
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=9.80
+SoilGamWet=9.80
+SoilRestSlope=0
+SoilCohesion=0.00
+SoilPhi=0.00
+SoilDilatancy=0.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=Hveen_n_dijk
+SoilBondStressTableName=
+SoilMatStrengthType=2
+SoilProbInputValues=0
+SoilRatioCuPc=0.00
+SoilStrengthIncreaseExponent=0.00
+SoilPOPTop=0.00
+SoilPOPBottom=0.00
+SoilAdditionalFactorLEM=1.00
+SoilPc=0.00E+00
+SoilPOP=0.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=0
+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=0.00
+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=0
+SoilUniformCu=0
+SoilDesignPartialCohesion=0.00
+SoilDesignStdCohesion=0.00
+SoilDesignPartialPhi=0.00
+SoilDesignStdPhi=0.00
+SoilDesignPartialStressTable=0.00
+SoilDesignStdStressTable=0.00
+SoilDesignPartialRatioCuPc=0.00
+SoilDesignStdRatioCuPc=0.00
+SoilDesignPartialCu=0.00
+SoilDesignStdCu=0.00
+SoilDesignPartialPOP=0.00
+SoilDesignStdPOP=0.00
+SoilDesignPartialRRatio=0.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=0.00
+SoilVertFluctScaleCoh=0.00
+SoilNumberOfTestsCoh=0
+SoilVarianceRatioCoh=0.00
+SoilHorFluctScalePhi=0.00
+SoilVertFluctScalePhi=0.00
+SoilNumberOfTestsPhi=0
+SoilVarianceRatioPhi=0.00
+SoilRRatio=0.0000000
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[SOIL]
+K_Klei_dijkmateriaal h
+SoilColor=16775408
+SoilSoilType=3
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=13.90
+SoilGamWet=13.90
+SoilRestSlope=0
+SoilCohesion=0.00
+SoilPhi=0.00
+SoilDilatancy=0.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=Klei_dijkm_h
+SoilBondStressTableName=
+SoilMatStrengthType=2
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilStrengthIncreaseExponent=0.80
+SoilPOPTop=0.00
+SoilPOPBottom=0.00
+SoilAdditionalFactorLEM=1.00
+SoilPc=0.00E+00
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=1
+SoilStdCohesion=0.00
+SoilStdPhi=0.00
+SoilStdRatioCuPc=0.00
+SoilStdRatioCuPcPassive=0.00
+SoilStdRatioCuPcActive=0.00
+SoilStdCu=0.00
+SoilStdCuTop=0.00
+SoilStdCuGradient=0.00
+SoilStdPn=0.20
+SoilDistCohesion=3
+SoilDistPhi=3
+SoilDistStressTable=3
+SoilDistRatioCuPc=3
+SoilDistRatioCuPcPassive=3
+SoilDistRatioCuPcActive=3
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+SoilDistPn=3
+SoilCorrelationCPhi=0.00
+SoilRatioCuPcPassive=0.00
+SoilRatioCuPcActive=0.00
+SoilCuPassiveTop=0.00
+SoilCuPassiveBottom=0.00
+SoilCuActiveTop=0.00
+SoilCuActiveBottom=0.00
+SoilUniformRatioCuPc=1
+SoilUniformCu=1
+SoilDesignPartialCohesion=1.25
+SoilDesignStdCohesion=-1.65
+SoilDesignPartialPhi=1.10
+SoilDesignStdPhi=-1.65
+SoilDesignPartialStressTable=1.15
+SoilDesignStdStressTable=-1.65
+SoilDesignPartialRatioCuPc=1.15
+SoilDesignStdRatioCuPc=-1.65
+SoilDesignPartialCu=1.15
+SoilDesignStdCu=-1.65
+SoilDesignPartialPOP=1.10
+SoilDesignStdPOP=-1.65
+SoilDesignPartialRRatio=1.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=50.00
+SoilVertFluctScaleCoh=0.25
+SoilNumberOfTestsCoh=1
+SoilVarianceRatioCoh=0.75
+SoilHorFluctScalePhi=50.00
+SoilVertFluctScalePhi=0.25
+SoilNumberOfTestsPhi=1
+SoilVarianceRatioPhi=0.75
+SoilRRatio=1.0000000
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[SOIL]
+K_Klei_dijkmateriaal z_s
+SoilColor=16775408
+SoilSoilType=3
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=16.70
+SoilGamWet=16.70
+SoilRestSlope=0
+SoilCohesion=0.00
+SoilPhi=0.00
+SoilDilatancy=0.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=Klei_dijkm_z_s
+SoilBondStressTableName=
+SoilMatStrengthType=2
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilStrengthIncreaseExponent=0.80
+SoilPOPTop=0.00
+SoilPOPBottom=0.00
+SoilAdditionalFactorLEM=1.00
+SoilPc=0.00E+00
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=1
+SoilStdCohesion=0.00
+SoilStdPhi=0.00
+SoilStdRatioCuPc=0.00
+SoilStdRatioCuPcPassive=0.00
+SoilStdRatioCuPcActive=0.00
+SoilStdCu=0.00
+SoilStdCuTop=0.00
+SoilStdCuGradient=0.00
+SoilStdPn=0.20
+SoilDistCohesion=3
+SoilDistPhi=3
+SoilDistStressTable=3
+SoilDistRatioCuPc=3
+SoilDistRatioCuPcPassive=3
+SoilDistRatioCuPcActive=3
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+SoilDistPn=3
+SoilCorrelationCPhi=0.00
+SoilRatioCuPcPassive=0.00
+SoilRatioCuPcActive=0.00
+SoilCuPassiveTop=0.00
+SoilCuPassiveBottom=0.00
+SoilCuActiveTop=0.00
+SoilCuActiveBottom=0.00
+SoilUniformRatioCuPc=1
+SoilUniformCu=1
+SoilDesignPartialCohesion=1.25
+SoilDesignStdCohesion=-1.65
+SoilDesignPartialPhi=1.10
+SoilDesignStdPhi=-1.65
+SoilDesignPartialStressTable=1.15
+SoilDesignStdStressTable=-1.65
+SoilDesignPartialRatioCuPc=1.15
+SoilDesignStdRatioCuPc=-1.65
+SoilDesignPartialCu=1.15
+SoilDesignStdCu=-1.65
+SoilDesignPartialPOP=1.10
+SoilDesignStdPOP=-1.65
+SoilDesignPartialRRatio=1.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=50.00
+SoilVertFluctScaleCoh=0.25
+SoilNumberOfTestsCoh=1
+SoilVarianceRatioCoh=0.75
+SoilHorFluctScalePhi=50.00
+SoilVertFluctScalePhi=0.25
+SoilNumberOfTestsPhi=1
+SoilVarianceRatioPhi=0.75
+SoilRRatio=1.0000000
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[SOIL]
+K_Klei_o_veen s_z_h_n_dij
+SoilColor=9211020
+SoilSoilType=3
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=15.40
+SoilGamWet=15.40
+SoilRestSlope=0
+SoilCohesion=0.00
+SoilPhi=0.00
+SoilDilatancy=0.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=Klei_o_veen_szho_dijk
+SoilBondStressTableName=
+SoilMatStrengthType=2
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilStrengthIncreaseExponent=0.80
+SoilPOPTop=0.00
+SoilPOPBottom=0.00
+SoilAdditionalFactorLEM=1.00
+SoilPc=0.00E+00
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=1
+SoilStdCohesion=0.00
+SoilStdPhi=0.00
+SoilStdRatioCuPc=0.00
+SoilStdRatioCuPcPassive=0.00
+SoilStdRatioCuPcActive=0.00
+SoilStdCu=0.00
+SoilStdCuTop=0.00
+SoilStdCuGradient=0.00
+SoilStdPn=0.20
+SoilDistCohesion=3
+SoilDistPhi=3
+SoilDistStressTable=3
+SoilDistRatioCuPc=3
+SoilDistRatioCuPcPassive=3
+SoilDistRatioCuPcActive=3
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+SoilDistPn=3
+SoilCorrelationCPhi=0.00
+SoilRatioCuPcPassive=0.00
+SoilRatioCuPcActive=0.00
+SoilCuPassiveTop=0.00
+SoilCuPassiveBottom=0.00
+SoilCuActiveTop=0.00
+SoilCuActiveBottom=0.00
+SoilUniformRatioCuPc=1
+SoilUniformCu=1
+SoilDesignPartialCohesion=1.25
+SoilDesignStdCohesion=-1.65
+SoilDesignPartialPhi=1.10
+SoilDesignStdPhi=-1.65
+SoilDesignPartialStressTable=1.15
+SoilDesignStdStressTable=-1.65
+SoilDesignPartialRatioCuPc=1.15
+SoilDesignStdRatioCuPc=-1.65
+SoilDesignPartialCu=1.15
+SoilDesignStdCu=-1.65
+SoilDesignPartialPOP=1.10
+SoilDesignStdPOP=-1.65
+SoilDesignPartialRRatio=1.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=50.00
+SoilVertFluctScaleCoh=0.25
+SoilNumberOfTestsCoh=1
+SoilVarianceRatioCoh=0.75
+SoilHorFluctScalePhi=50.00
+SoilVertFluctScalePhi=0.25
+SoilNumberOfTestsPhi=1
+SoilVarianceRatioPhi=0.75
+SoilRRatio=1.0000000
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[END OF SOIL COLLECTION]
+
+[GEOMETRY DATA]
+[ACCURACY]
+ 0.0010
+[END OF ACCURACY]
+
+[POINTS]
+ 88 - Number of geometry points -
+ 1 0.000 -13.000 0.000
+ 2 60.801 -13.000 0.000
+ 3 0.000 -18.000 0.000
+ 4 60.801 -18.000 0.000
+ 5 35.000 -13.000 0.000
+ 6 39.000 -18.000 0.000
+ 7 0.000 -2.400 0.000
+ 8 17.754 -2.400 0.000
+ 9 18.654 -1.500 0.000
+ 10 20.111 -0.042 0.000
+ 11 20.579 0.038 0.000
+ 12 21.046 0.135 0.000
+ 13 21.514 0.414 0.000
+ 14 21.981 0.684 0.000
+ 15 22.449 0.927 0.000
+ 16 22.917 1.091 0.000
+ 17 23.385 1.209 0.000
+ 18 23.852 1.253 0.000
+ 19 24.321 1.266 0.000
+ 20 24.788 1.280 0.000
+ 21 25.256 1.290 0.000
+ 22 25.723 1.305 0.000
+ 23 26.191 1.306 0.000
+ 24 26.497 1.301 0.000
+ 25 26.658 1.298 0.000
+ 26 27.126 1.280 0.000
+ 27 27.594 1.266 0.000
+ 28 28.062 1.228 0.000
+ 29 28.530 1.175 0.000
+ 30 28.997 1.095 0.000
+ 31 29.465 0.899 0.000
+ 32 29.932 0.640 0.000
+ 33 30.400 0.391 0.000
+ 34 30.867 0.127 0.000
+ 35 31.336 -0.128 0.000
+ 36 31.803 -0.370 0.000
+ 37 32.271 -0.607 0.000
+ 38 32.739 -0.927 0.000
+ 39 33.207 -1.180 0.000
+ 40 33.674 -1.410 0.000
+ 41 34.141 -1.586 0.000
+ 42 34.609 -1.676 0.000
+ 43 35.077 -1.772 0.000
+ 44 35.545 -1.810 0.000
+ 45 36.013 -1.840 0.000
+ 46 36.481 -1.866 0.000
+ 47 36.948 -1.900 0.000
+ 48 37.416 -1.936 0.000
+ 49 37.884 -1.963 0.000
+ 50 38.351 -2.003 0.000
+ 51 38.818 -2.045 0.000
+ 52 39.287 -2.079 0.000
+ 53 39.754 -2.107 0.000
+ 54 40.222 -2.193 0.000
+ 55 40.690 -2.351 0.000
+ 56 41.158 -2.606 0.000
+ 57 41.625 -2.830 0.000
+ 58 42.093 -3.111 0.000
+ 59 42.561 -3.377 0.000
+ 60 43.498 -4.000 0.000
+ 61 43.648 -4.100 0.000
+ 62 44.648 -4.100 0.000
+ 63 45.487 -3.541 0.000
+ 64 45.834 -3.531 0.000
+ 65 46.770 -3.369 0.000
+ 66 47.237 -3.328 0.000
+ 67 47.705 -3.286 0.000
+ 68 48.173 -3.280 0.000
+ 69 48.641 -3.297 0.000
+ 70 49.108 -3.325 0.000
+ 71 57.995 -3.393 0.000
+ 72 58.463 -3.348 0.000
+ 73 58.930 -3.395 0.000
+ 74 59.397 -3.382 0.000
+ 75 59.865 -3.402 0.000
+ 76 60.333 -3.352 0.000
+ 77 60.801 -3.163 0.000
+ 78 24.000 -1.500 0.000
+ 79 30.000 -3.000 0.000
+ 80 40.000 -3.500 0.000
+ 81 41.171 -4.000 0.000
+ 82 0.000 -4.000 0.000
+ 83 35.000 -4.000 0.000
+ 84 39.000 -10.500 0.000
+ 85 60.801 -10.500 0.000
+ 86 0.000 -10.500 0.000
+ 87 0.000 -25.000 0.000
+ 88 60.801 -25.000 0.000
+[END OF POINTS]
+
+[CURVES]
+ 86 - Number of curves -
+ 1 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 1 5
+ 2 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 5 2
+ 3 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 3 6
+ 4 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 6 4
+ 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
+ 7 8
+ 7 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 8 9
+ 8 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 9 10
+ 9 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 10 11
+ 10 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 11 12
+ 11 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 12 13
+ 12 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 13 14
+ 13 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 14 15
+ 14 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 15 16
+ 15 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 16 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
+ 18 19
+ 18 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 19 20
+ 19 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 20 21
+ 20 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 21 22
+ 21 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 22 23
+ 22 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 23 24
+ 23 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 24 25
+ 24 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 25 26
+ 25 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 26 27
+ 26 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 27 28
+ 27 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 28 29
+ 28 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 29 30
+ 29 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 30 31
+ 30 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 31 32
+ 31 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 32 33
+ 32 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 33 34
+ 33 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 34 35
+ 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
+ 43 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
+ 46 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 47 48
+ 47 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 48 49
+ 48 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 49 50
+ 49 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 50 51
+ 50 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 51 52
+ 51 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 52 53
+ 52 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 53 54
+ 53 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 54 55
+ 54 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 55 56
+ 55 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 56 57
+ 56 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 57 58
+ 57 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 58 59
+ 58 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 59 60
+ 59 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 60 61
+ 60 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 61 62
+ 61 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 62 63
+ 62 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 63 64
+ 63 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 64 65
+ 64 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 65 66
+ 65 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 66 67
+ 66 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 67 68
+ 67 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 68 69
+ 68 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 69 70
+ 69 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 70 71
+ 70 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 71 72
+ 71 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 72 73
+ 72 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 73 74
+ 73 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 74 75
+ 74 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 75 76
+ 75 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 76 77
+ 76 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 9 78
+ 77 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 78 79
+ 78 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 79 80
+ 79 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 80 81
+ 80 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 81 60
+ 81 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 82 83
+ 82 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 83 81
+ 83 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 83 84
+ 84 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 84 85
+ 85 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 86 84
+ 86 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 87 88
+[END OF CURVES]
+
+[BOUNDARIES]
+ 9 - Number of boundaries -
+ 0 - Boundary number
+ 1 - number of curves on boundary, next line(s) are curvenumbers
+ 86
+ 1 - Boundary number
+ 2 - number of curves on boundary, next line(s) are curvenumbers
+ 3 4
+ 2 - Boundary number
+ 3 - number of curves on boundary, next line(s) are curvenumbers
+ 1 5 4
+ 3 - Boundary number
+ 2 - number of curves on boundary, next line(s) are curvenumbers
+ 1 2
+ 4 - Boundary number
+ 2 - number of curves on boundary, next line(s) are curvenumbers
+ 85 84
+ 5 - Boundary number
+ 3 - number of curves on boundary, next line(s) are curvenumbers
+ 81 83 84
+ 6 - Boundary number
+ 20 - number of curves on boundary, next line(s) are curvenumbers
+ 81 82 80 59 60 61 62 63 64 65
+ 66 67 68 69 70 71 72 73 74 75
+ 7 - Boundary number
+ 24 - number of curves on boundary, next line(s) are curvenumbers
+ 6 7 76 77 78 79 80 59 60 61
+ 62 63 64 65 66 67 68 69 70 71
+ 72 73 74 75
+ 8 - Boundary number
+ 70 - number of curves on boundary, next line(s) are curvenumbers
+ 6 7 8 9 10 11 12 13 14 15
+ 16 17 18 19 20 21 22 23 24 25
+ 26 27 28 29 30 31 32 33 34 35
+ 36 37 38 39 40 41 42 43 44 45
+ 46 47 48 49 50 51 52 53 54 55
+ 56 57 58 59 60 61 62 63 64 65
+ 66 67 68 69 70 71 72 73 74 75
+[END OF BOUNDARIES]
+
+[USE PROBABILISTIC DEFAULTS BOUNDARIES]
+ 9 - Number of boundaries -
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES]
+
+[STDV BOUNDARIES]
+ 9 - Number of boundaries -
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+[END OF STDV BOUNDARIES]
+
+[DISTRIBUTION BOUNDARIES]
+ 9 - Number of boundaries -
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+[END OF DISTRIBUTION BOUNDARIES]
+
+[PIEZO LINES]
+ 0 - Number of piezometric level lines -
+[END OF PIEZO LINES]
+
+[PHREATIC LINE]
+ 0 - 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]
+ 8 - Number of layers -
+ 1 - Layer number, next line is material of layer
+ K_Pleistoceen zand
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 1 - Boundarynumber at top of layer
+ 0 - Boundarynumber at bottom of layer
+ 2 - Layer number, next line is material of layer
+ K_Klei_o_veen s_z_h_o_dij
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 2 - Boundarynumber at top of layer
+ 1 - Boundarynumber at bottom of layer
+ 3 - Layer number, next line is material of layer
+ K_Klei_o_veen s_z_h_n_dij
+ 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
+ K_Pleistoceen zand
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 4 - Boundarynumber at top of layer
+ 3 - Boundarynumber at bottom of layer
+ 5 - Layer number, next line is material of layer
+ K_Klei_o_veen s_z_h_o_dij
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 5 - Boundarynumber at top of layer
+ 4 - Boundarynumber at bottom of layer
+ 6 - Layer number, next line is material of layer
+ K_Klei_o_veen s_z_h_n_dij
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 6 - Boundarynumber at top of layer
+ 5 - Boundarynumber at bottom of layer
+ 7 - Layer number, next line is material of layer
+ K_Hollandveen_o_dijk - DM
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 7 - Boundarynumber at top of layer
+ 6 - Boundarynumber at bottom of layer
+ 8 - Layer number, next line is material of layer
+ K_Klei_dijkmateriaal z_s
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 8 - Boundarynumber at top of layer
+ 7 - Boundarynumber at bottom of layer
+[END OF LAYERS]
+
+[LAYERLOADS]
+ - Layers which are loads -
+
+[END OF LAYERLOADS]
+
+[END OF GEOMETRY DATA]
+[RUN IDENTIFICATION TITLES]
+
+
+
+[END OF RUN IDENTIFICATION TITLES]
+[MODEL]
+ 4 : Uplift Van
+ 1 : C phi
+ 0 : Probabilistic off
+ 1 : Mean
+ 0 : Geotextiles off
+ 0 : Nails off
+ 0 : Zone plot off
+ 0 : Local measurements
+[END OF MODEL]
+[MSEEPNET]
+ Use potential file
+ 0 : Do not use water net of MSeep file
+ 0 : Do not make negative pressures 0
+[END OF MSEEPNET]
+[UNIT WEIGHT WATER]
+ 9.81 : Unit weight water
+[END OF UNIT WEIGHT WATER]
+[DEGREE OF CONSOLIDATION]
+ 8 Number of layers
+ 8 100
+ 7 100 100
+ 6 100 100 100
+ 5 100 100 100 100
+ 4 100 100 100 100 100
+ 3 100 100 100 100 100 100
+ 2 100 100 100 100 100 100 100
+ 1 100 100 100 100 100 100 100 100
+ 0 capillary water not included
+[END OF DEGREE OF CONSOLIDATION]
+[DEGREE TEMPORARY LOADS]
+ 100 0 0 0 0 0 0 0
+ 0 capillary water not included
+[END OF DEGREE TEMPORARY LOADS]
+[DEGREE EARTH QUAKE]
+ 100 100 100 100 100 100 100 100
+[END OF DEGREE EARTH QUAKE]
+[CIRCLES]
+ 0.000 0.000 1 X-direction
+ 0.000 0.000 1 Y-direction
+ 0.000 0.000 0 Tangent lines
+ 0.000 0.000 0 no fixed point used
+[END OF CIRCLES]
+[SPENCER SLIP DATA]
+ 0 Number of points
+[END OF SPENCER SLIP DATA]
+[SPENCER SLIP DATA 2]
+ 0 Number of points
+[END OF SPENCER SLIP DATA 2]
+[SPENCER SLIP INTERVAL]
+ 2 : Slip spencer interval
+[END OF SPENCER SLIP INTERVAL]
+[LINE LOADS]
+ 0 = number of items
+[END OF LINE LOADS]
+[UNIFORM LOADS]
+ 1 = number of items
+Verkeersbelasting
+ 5.00 = magnitude
+ 24.87 27.37 = xstart and xend
+ 0.00 = distribution angle
+ 2 = temporary load
+[END OF UNIFORM LOADS]
+[TREE ON SLOPE]
+0.00 = WindForce
+0.00 = XCoordinate
+0.00 = YCoordinate
+10.00 = width of root zone
+0.0 = AngleOfDistribution
+[END OF TREE ON SLOPE]
+[EARTH QUAKE]
+ 0.000 = horizontal acceleration
+ 0.000 = vertical acceleration
+ 0.000 = free water moment factor
+[END OF EARTH QUAKE]
+[SIGMA-TAU CURVES]
+ 5 = number of items
+[STRESS CURVE]
+Klei_o_veen_szho_dijk
+3
+[POINT]
+SoilStressTableSigma=0.00
+SoilStressTableTau=4.20
+SoilStressTableTauCharacteristic=0.00
+SoilStressTableTauMean=0.00
+[END OF POINT]
+[POINT]
+SoilStressTableSigma=3.20
+SoilStressTableTau=4.20
+SoilStressTableTauCharacteristic=0.00
+SoilStressTableTauMean=0.00
+[END OF POINT]
+[POINT]
+SoilStressTableSigma=200.00
+SoilStressTableTau=109.70
+SoilStressTableTauCharacteristic=0.00
+SoilStressTableTauMean=0.00
+[END OF POINT]
+SoilStressTableNumberOfTests=0
+[END OF STRESS CURVE]
+[STRESS CURVE]
+Hveen_DM
+3
+[POINT]
+SoilStressTableSigma=0.00
+SoilStressTableTau=4.20
+SoilStressTableTauCharacteristic=0.00
+SoilStressTableTauMean=0.00
+[END OF POINT]
+[POINT]
+SoilStressTableSigma=7.50
+SoilStressTableTau=4.20
+SoilStressTableTauCharacteristic=0.00
+SoilStressTableTauMean=0.00
+[END OF POINT]
+[POINT]
+SoilStressTableSigma=200.00
+SoilStressTableTau=79.50
+SoilStressTableTauCharacteristic=0.00
+SoilStressTableTauMean=0.00
+[END OF POINT]
+SoilStressTableNumberOfTests=0
+[END OF STRESS CURVE]
+[STRESS CURVE]
+Hveen_n_dijk
+3
+[POINT]
+SoilStressTableSigma=0.00
+SoilStressTableTau=2.10
+SoilStressTableTauCharacteristic=0.00
+SoilStressTableTauMean=0.00
+[END OF POINT]
+[POINT]
+SoilStressTableSigma=5.10
+SoilStressTableTau=2.10
+SoilStressTableTauCharacteristic=0.00
+SoilStressTableTauMean=0.00
+[END OF POINT]
+[POINT]
+SoilStressTableSigma=200.00
+SoilStressTableTau=81.70
+SoilStressTableTauCharacteristic=0.00
+SoilStressTableTauMean=0.00
+[END OF POINT]
+SoilStressTableNumberOfTests=0
+[END OF STRESS CURVE]
+[STRESS CURVE]
+Klei_dijkm_h
+2
+[POINT]
+SoilStressTableSigma=0.00
+SoilStressTableTau=0.90
+SoilStressTableTauCharacteristic=0.00
+SoilStressTableTauMean=0.00
+[END OF POINT]
+[POINT]
+SoilStressTableSigma=200.00
+SoilStressTableTau=104.00
+SoilStressTableTauCharacteristic=0.00
+SoilStressTableTauMean=0.00
+[END OF POINT]
+SoilStressTableNumberOfTests=0
+[END OF STRESS CURVE]
+[STRESS CURVE]
+Klei_dijkm_z_s
+3
+[POINT]
+SoilStressTableSigma=0.00
+SoilStressTableTau=4.20
+SoilStressTableTauCharacteristic=0.00
+SoilStressTableTauMean=0.00
+[END OF POINT]
+[POINT]
+SoilStressTableSigma=6.10
+SoilStressTableTau=4.20
+SoilStressTableTauCharacteristic=0.00
+SoilStressTableTauMean=0.00
+[END OF POINT]
+[POINT]
+SoilStressTableSigma=200.00
+SoilStressTableTau=137.40
+SoilStressTableTauCharacteristic=0.00
+SoilStressTableTauMean=0.00
+[END OF POINT]
+SoilStressTableNumberOfTests=0
+[END OF STRESS CURVE]
+[END OF SIGMA-TAU CURVES]
+[BOND STRESS DIAGRAMS]
+ 0 = number of items
+[END OF BOND STRESS DIAGRAMS]
+[MEASURED YIELD STRESSES]
+[YIELD STRESSES]
+ 0 = number of items
+[END OF YIELD STRESSES]
+[END OF MEASURED YIELD STRESSES]
+[MINIMAL REQUIRED CIRCLE DEPTH]
+ 0.00 [m]
+[END OF MINIMAL REQUIRED CIRCLE DEPTH]
+[SLIP CIRCLE SELECTION]
+IsMinXEntryUsed=0
+IsMaxXEntryUsed=0
+XEntryMin=0.00
+XEntryMax=0.00
+[END OF SLIP CIRCLE SELECTION]
+[START VALUE SAFETY FACTOR]
+ 1.000 [-]
+[END OF START VALUE SAFETY FACTOR]
+[REFERENCE LEVEL SU]
+ 16.000 Excavation gamma above freatic level
+ 18.000 Excavation gamma below freatic level
+ 0 number of points
+[END OF REFERENCE LEVEL SU]
+
+[LIFT SLIP DATA]
+ 21.751 41.751 11 X-direction Left
+ 1.409 11.227 6 Y-direction Left
+ 37.751 47.751 6 X-direction Right
+ -2.914 1.086 3 Y-direction Right
+ 0.000 0.000 1 Y-direction tangent lines
+ 1 Automatic grid calculation (1)
+[MULTIPLE LIFT TANGENTS]
+ 5 Number of tangentlines
+ -18.000
+ -13.000
+ -10.500
+ -4.000
+ -3.488
+[END OF MULTIPLE LIFT TANGENTS]
+[END OF LIFT SLIP DATA]
+[EXTERNAL WATER LEVELS]
+ 0 = No water data used
+ 0.00 = Design level
+ 0.30 = Decimate height
+ 1 norm = 1/10000
+ 1 = number of items
+Water data (1)
+ 1 = Phreatic line
+ 0.00 = Level
+ Piezo lines
+ 8 - Number of layers
+ 3 3 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+[END OF EXTERNAL WATER LEVELS]
+[MODEL FACTOR]
+ 1.00 = Limit value stability factor
+ 0.08 = Standard deviation for limit value stability factor
+ 0.00 = Reference standard deviation for degree of consolidation
+ 100.00 = Length of the section
+ 0 = Use contribution of end section
+ 0.00 = Lateral stress ratio
+ 0.25 = Coefficient of variation contribution edge of section
+[END OF MODEL FACTOR]
+[CALCULATION OPTIONS]
+MoveCalculationGrid=1
+ProbCalculationType=2
+SearchMethod=0
+[END OF CALCULATION OPTIONS]
+[PROBABILISTIC DEFAULTS]
+CohesionVariationTotal=0.25
+CohesionDesignPartial=1.25
+CohesionDesignStdDev=-1.65
+CohesionDistribution=3
+PhiVariationTotal=0.15
+PhiDesignPartial=1.10
+PhiDesignStdDev=-1.65
+PhiDistribution=3
+StressTableVariationTotal=0.20
+StressTableDesignPartial=1.15
+StressTableDesignStdDev=-1.65
+StressTableDistribution=3
+RatioCuPcVariationTotal=0.25
+RatioCuPcDesignPartial=1.15
+RatioCuPcDesignStdDev=-1.65
+RatioCuPcDistribution=3
+CuVariationTotal=0.25
+CuDesignPartial=1.15
+CuDesignStdDev=-1.65
+CuDistribution=3
+POPVariationTotal=0.10
+POPDesignPartial=1.10
+POPDesignStdDev=-1.65
+POPDistribution=3
+CompressionRatioVariationTotal=0.25
+CompressionRatioDesignPartial=1.00
+CompressionRatioDesignStdDev=0.00
+CompressionRatioDistribution=3
+ConsolidationCoefTotalStdDev=20.00
+ConsolidationCoefDesignPartial=1.00
+ConsolidationCoefDesignStdDev=1.65
+ConsolidationCoefDistribution=2
+HydraulicPressureTotalStdDev=0.50
+HydraulicPressureDesignPartial=1.00
+HydraulicPressureDesignStdDev=1.65
+HydraulicPressureDistribution=3
+LimitValueBishopMean=1.00
+LimitValueBishopStdDev=0.08
+LimitValueBishopDistribution=3
+LimitValueVanMean=0.95
+LimitValueVanStdDev=0.08
+LimitValueVanDistribution=3
+[END OF PROBABILISTIC DEFAULTS]
+[NEWZONE PLOT DATA]
+ 0.00 = Diketable Height [m]
+ 0.00 = Width top rest profile [m]
+ 0.00 = X co-ordinate indicating start of zone [m]
+ 64.74 = Boundary of M.H.W influence at X [m]
+ 0.96 = Boundary of M.H.W influence at Y [m]
+ 0.00 = Required safety in zone 1a
+ 0.00 = Required safety in zone 1b
+ 0.00 = Required safety in zone 2a
+ 0.00 = Required safety in zone 2b
+ 0.01 = Left side minimum road [m]
+ 0.01 = Right side minimum road [m]
+ 0.90 = Required safety in zone 3a
+ 0.90 = Required safety in zone 3b
+ 1 Stability calculation at right side
+ 0.50 = Remolding reduction factor
+ 0.80 = Schematization reduction factor
+ 1 Overtopping condition less or equal 0.1 l/m/s
+[END OF NEWZONE PLOT DATA]
+[HORIZONTAL BALANCE]
+HorizontalBalanceXLeft=0.000
+HorizontalBalanceXRight=0.000
+HorizontalBalanceYTop=0.00
+HorizontalBalanceYBottom=0.00
+HorizontalBalanceNYInterval=1
+[END OF HORIZONTAL BALANCE]
+[REQUESTED CIRCLE SLICES]
+ 30 = number of slices
+[END OF REQUESTED CIRCLE SLICES]
+[REQUESTED LIFT SLICES]
+ 50 = number of slices
+[END OF REQUESTED LIFT SLICES]
+[REQUESTED SPENCER SLICES]
+ 50 = number of slices
+[END OF REQUESTED SPENCER SLICES]
+[SOIL RESISTANCE]
+SoilResistanceDowelAction=1
+SoilResistancePullOut=1
+[END OF SOIL RESISTANCE]
+[GENETIC ALGORITHM OPTIONS BISHOP]
+PopulationCount=50
+GenerationCount=50
+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=50
+GenerationCount=50
+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/DamLive/trunk/data/HHNK Purmer/csvfiles/segments.csv
===================================================================
diff -u
--- DamClients/DamLive/trunk/data/HHNK Purmer/csvfiles/segments.csv (revision 0)
+++ DamClients/DamLive/trunk/data/HHNK Purmer/csvfiles/segments.csv (revision 5381)
@@ -0,0 +1,5 @@
+segment_id;soilgeometry2D_name;probability;calculation_type
+Purmer_PU0110+20;Purmer_PU0110+20.sti;100;Stability
+Purmer_PU0042+00;Purmer_PU0042+00.sti;100;Stability
+Purmer_PU0110+20K;Purmer_PU0110+20K.sti;100;Stability
+Purmer_PU0042+00K;Purmer_PU0042+00K.sti;100;Stability
Index: DamClients/DamLive/trunk/data/HHNK Purmer/csvfiles/soilmaterials.mdb
===================================================================
diff -u
Binary files differ
Index: DamClients/DamLive/trunk/data/HHNK Purmer/csvfiles/characteristicpoints.csv
===================================================================
diff -u
--- DamClients/DamLive/trunk/data/HHNK Purmer/csvfiles/characteristicpoints.csv (revision 0)
+++ DamClients/DamLive/trunk/data/HHNK Purmer/csvfiles/characteristicpoints.csv (revision 5381)
@@ -0,0 +1,3 @@
+LOCATIONID;X_Maaiveld buitenwaarts;Y_Maaiveld buitenwaarts;Z_Maaiveld buitenwaarts;X_Teen geul;Y_Teen geul;Z_Teen geul;X_Insteek geul;Y_Insteek geul;Z_Insteek geul;X_Teen dijk buitenwaarts;Y_Teen dijk buitenwaarts;Z_Teen dijk buitenwaarts;X_Kruin buitenberm;Y_Kruin buitenberm;Z_Kruin buitenberm;X_Insteek buitenberm;Y_Insteek buitenberm;Z_Insteek buitenberm;X_Kruin buitentalud;Y_Kruin buitentalud;Z_Kruin buitentalud;X_Verkeersbelasting kant buitenwaarts;Y_Verkeersbelasting kant buitenwaarts;Z_Verkeersbelasting kant buitenwaarts;X_Verkeersbelasting kant binnenwaarts;Y_Verkeersbelasting kant binnenwaarts;Z_Verkeersbelasting kant binnenwaarts;X_Kruin binnentalud;Y_Kruin binnentalud;Z_Kruin binnentalud;X_Insteek binnenberm;Y_Insteek binnenberm;Z_Insteek binnenberm;X_Kruin binnenberm;Y_Kruin binnenberm;Z_Kruin binnenberm;X_Teen dijk binnenwaarts;Y_Teen dijk binnenwaarts;Z_Teen dijk binnenwaarts;X_Insteek sloot dijkzijde;Y_Insteek sloot dijkzijde;Z_Insteek sloot dijkzijde;X_Slootbodem dijkzijde;Y_Slootbodem dijkzijde;Z_Slootbodem dijkzijde;X_Slootbodem polderzijde;Y_Slootbodem polderzijde;Z_Slootbodem polderzijde;X_Insteek sloot polderzijde;Y_Insteek sloot polderzijde;Z_Insteek sloot polderzijde;X_Maaiveld binnenwaarts;Y_Maaiveld binnenwaarts;Z_Maaiveld binnenwaarts
+Purmer_PU0042+00;125671.631;497560.95;-2.4;-1;-1;-1;-1;-1;-1;125680.692;497553.921;-2.4;-1;-1;-1;-1;-1;-1;125686.431;497549.469;1.091;125687.146;497548.914;1.143;125689.121;497547.381;1.165;125689.458;497547.12;1.088;-1;-1;-1;-1;-1;-1;125694.84;497542.945;-1.537;125702.239;497537.204;-3.222;125703.164;497536.486;-3.8;125703.276;497536.4;-3.8;125704.257;497535.638;-3.169;125717.375;497525.461;-2.818
+Purmer_PU0110+20;128014.159;503445.986;-2.4;-1;-1;-1;-1;-1;-1;128029.035;503436.295;-2.4;-1;-1;-1;-1;-1;-1;128033.753;503433.222;1.209;128036.361;503431.523;1.301;128038.456;503430.159;1.095;128038.456;503430.159;1.095;-1;-1;-1;-1;-1;-1;128042.766;503427.351;-1.586;128049.821;503422.756;-3.377;128050.732;503422.162;-4.1;128051.57;503421.616;-4.1;128052.273;503421.158;-3.541;128065.104;503412.8;-3.163
Index: DamClients/DamLive/trunk/data/HHNK Purmer/runDamLive.bat
===================================================================
diff -u
--- DamClients/DamLive/trunk/data/HHNK Purmer/runDamLive.bat (revision 0)
+++ DamClients/DamLive/trunk/data/HHNK Purmer/runDamLive.bat (revision 5381)
@@ -0,0 +1,2 @@
+..\bin\damlive -d "DAMLive.damx" -i live.InputTimeSeries.xml -o live.OutputTimeSeries.xml -p live.ParametersFile.xml
+pause
\ No newline at end of file
Index: DamClients/DamLive/trunk/data/HHNK Purmer/live.ParametersFile.xml
===================================================================
diff -u
--- DamClients/DamLive/trunk/data/HHNK Purmer/live.ParametersFile.xml (revision 0)
+++ DamClients/DamLive/trunk/data/HHNK Purmer/live.ParametersFile.xml (revision 5381)
@@ -0,0 +1,14 @@
+
+
+
+ 1
+ 0
+ 0
+ 0
+
+
+ UpliftVan
+ Grid
+ 2
+
+
\ No newline at end of file
Index: DamClients/DamLive/trunk/data/HHNK Purmer/geometries/Purmer_PU0110+20.sti
===================================================================
diff -u
--- DamClients/DamLive/trunk/data/HHNK Purmer/geometries/Purmer_PU0110+20.sti (revision 0)
+++ DamClients/DamLive/trunk/data/HHNK Purmer/geometries/Purmer_PU0110+20.sti (revision 5381)
@@ -0,0 +1,1562 @@
+Input file for D-Geo Stability : Stability of earth slopes.
+==============================================================================
+COMPANY : RPS
+
+DATE : 12-12-2022
+TIME : 11:54:03
+FILENAME : D:\Nieuwe profielen\HB6.sti
+CREATED BY : D-Geo Stability version 18.2.2.32619
+========================== BEGINNING OF DATA ==========================
+[VERSION]
+Soil=1008
+Geometry=1001
+StressCurve=1000
+BondStressDiagram=1000
+YieldStress=1001
+D-Geo Stability=1009
+[END OF VERSION]
+
+[SOIL COLLECTION]
+ 7 = number of items
+[SOIL]
+Pleistoceen zand
+SoilColor=65535
+SoilSoilType=1
+SoilUseSoilType=0
+SoilGamDry=18.00
+SoilGamWet=20.00
+SoilRestSlope=0
+SoilCohesion=0.00
+SoilPhi=28.90
+SoilDilatancy=28.90
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=1
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilStrengthIncreaseExponent=0.80
+SoilPOPTop=0.00
+SoilPOPBottom=0.00
+SoilAdditionalFactorLEM=1.00
+SoilPc=0.00E+00
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=1
+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_o_veen s_z_h_o_dijk
+SoilColor=8421376
+SoilSoilType=3
+SoilUseSoilType=0
+SoilGamDry=15.40
+SoilGamWet=15.40
+SoilRestSlope=0
+SoilCohesion=0.00
+SoilPhi=0.00
+SoilDilatancy=0.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=Klei_o_veen_szho_dijk
+SoilBondStressTableName=
+SoilMatStrengthType=2
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilStrengthIncreaseExponent=0.80
+SoilPOPTop=0.00
+SoilPOPBottom=0.00
+SoilAdditionalFactorLEM=1.00
+SoilPc=0.00E+00
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=1
+SoilStdCohesion=0.00
+SoilStdPhi=0.00
+SoilStdRatioCuPc=0.00
+SoilStdRatioCuPcPassive=0.00
+SoilStdRatioCuPcActive=0.00
+SoilStdCu=0.00
+SoilStdCuTop=0.00
+SoilStdCuGradient=0.00
+SoilStdPn=0.20
+SoilDistCohesion=3
+SoilDistPhi=3
+SoilDistStressTable=3
+SoilDistRatioCuPc=3
+SoilDistRatioCuPcPassive=3
+SoilDistRatioCuPcActive=3
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+SoilDistPn=3
+SoilCorrelationCPhi=0.00
+SoilRatioCuPcPassive=0.00
+SoilRatioCuPcActive=0.00
+SoilCuPassiveTop=0.00
+SoilCuPassiveBottom=0.00
+SoilCuActiveTop=0.00
+SoilCuActiveBottom=0.00
+SoilUniformRatioCuPc=1
+SoilUniformCu=1
+SoilDesignPartialCohesion=1.25
+SoilDesignStdCohesion=-1.65
+SoilDesignPartialPhi=1.10
+SoilDesignStdPhi=-1.65
+SoilDesignPartialStressTable=1.15
+SoilDesignStdStressTable=-1.65
+SoilDesignPartialRatioCuPc=1.15
+SoilDesignStdRatioCuPc=-1.65
+SoilDesignPartialCu=1.15
+SoilDesignStdCu=-1.65
+SoilDesignPartialPOP=1.10
+SoilDesignStdPOP=-1.65
+SoilDesignPartialRRatio=1.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=50.00
+SoilVertFluctScaleCoh=0.25
+SoilNumberOfTestsCoh=1
+SoilVarianceRatioCoh=0.75
+SoilHorFluctScalePhi=50.00
+SoilVertFluctScalePhi=0.25
+SoilNumberOfTestsPhi=1
+SoilVarianceRatioPhi=0.75
+SoilRRatio=1.0000000
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[SOIL]
+Hollandveen_o_dijk - DM
+SoilColor=1993170
+SoilSoilType=4
+SoilUseSoilType=0
+SoilGamDry=10.00
+SoilGamWet=10.00
+SoilRestSlope=0
+SoilCohesion=0.00
+SoilPhi=0.00
+SoilDilatancy=0.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=Hveen_DM
+SoilBondStressTableName=
+SoilMatStrengthType=2
+SoilProbInputValues=0
+SoilRatioCuPc=0.00
+SoilStrengthIncreaseExponent=0.00
+SoilPOPTop=0.00
+SoilPOPBottom=0.00
+SoilAdditionalFactorLEM=1.00
+SoilPc=0.00E+00
+SoilPOP=0.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=0
+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=0.00
+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=0
+SoilUniformCu=0
+SoilDesignPartialCohesion=0.00
+SoilDesignStdCohesion=0.00
+SoilDesignPartialPhi=0.00
+SoilDesignStdPhi=0.00
+SoilDesignPartialStressTable=0.00
+SoilDesignStdStressTable=0.00
+SoilDesignPartialRatioCuPc=0.00
+SoilDesignStdRatioCuPc=0.00
+SoilDesignPartialCu=0.00
+SoilDesignStdCu=0.00
+SoilDesignPartialPOP=0.00
+SoilDesignStdPOP=0.00
+SoilDesignPartialRRatio=0.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=0.00
+SoilVertFluctScaleCoh=0.00
+SoilNumberOfTestsCoh=0
+SoilVarianceRatioCoh=0.00
+SoilHorFluctScalePhi=0.00
+SoilVertFluctScalePhi=0.00
+SoilNumberOfTestsPhi=0
+SoilVarianceRatioPhi=0.00
+SoilRRatio=0.0000000
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[SOIL]
+Hollandveen_n_dijk
+SoilColor=42495
+SoilSoilType=4
+SoilUseSoilType=0
+SoilGamDry=9.80
+SoilGamWet=9.80
+SoilRestSlope=0
+SoilCohesion=0.00
+SoilPhi=0.00
+SoilDilatancy=0.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=Hveen_n_dijk
+SoilBondStressTableName=
+SoilMatStrengthType=2
+SoilProbInputValues=0
+SoilRatioCuPc=0.00
+SoilStrengthIncreaseExponent=0.00
+SoilPOPTop=0.00
+SoilPOPBottom=0.00
+SoilAdditionalFactorLEM=1.00
+SoilPc=0.00E+00
+SoilPOP=0.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=0
+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=0.00
+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=0
+SoilUniformCu=0
+SoilDesignPartialCohesion=0.00
+SoilDesignStdCohesion=0.00
+SoilDesignPartialPhi=0.00
+SoilDesignStdPhi=0.00
+SoilDesignPartialStressTable=0.00
+SoilDesignStdStressTable=0.00
+SoilDesignPartialRatioCuPc=0.00
+SoilDesignStdRatioCuPc=0.00
+SoilDesignPartialCu=0.00
+SoilDesignStdCu=0.00
+SoilDesignPartialPOP=0.00
+SoilDesignStdPOP=0.00
+SoilDesignPartialRRatio=0.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=0.00
+SoilVertFluctScaleCoh=0.00
+SoilNumberOfTestsCoh=0
+SoilVarianceRatioCoh=0.00
+SoilHorFluctScalePhi=0.00
+SoilVertFluctScalePhi=0.00
+SoilNumberOfTestsPhi=0
+SoilVarianceRatioPhi=0.00
+SoilRRatio=0.0000000
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[SOIL]
+Klei_dijkmateriaal h
+SoilColor=16775408
+SoilSoilType=3
+SoilUseSoilType=0
+SoilGamDry=13.90
+SoilGamWet=13.90
+SoilRestSlope=0
+SoilCohesion=0.00
+SoilPhi=0.00
+SoilDilatancy=0.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=Klei_dijkm_h
+SoilBondStressTableName=
+SoilMatStrengthType=2
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilStrengthIncreaseExponent=0.80
+SoilPOPTop=0.00
+SoilPOPBottom=0.00
+SoilAdditionalFactorLEM=1.00
+SoilPc=0.00E+00
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=1
+SoilStdCohesion=0.00
+SoilStdPhi=0.00
+SoilStdRatioCuPc=0.00
+SoilStdRatioCuPcPassive=0.00
+SoilStdRatioCuPcActive=0.00
+SoilStdCu=0.00
+SoilStdCuTop=0.00
+SoilStdCuGradient=0.00
+SoilStdPn=0.20
+SoilDistCohesion=3
+SoilDistPhi=3
+SoilDistStressTable=3
+SoilDistRatioCuPc=3
+SoilDistRatioCuPcPassive=3
+SoilDistRatioCuPcActive=3
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+SoilDistPn=3
+SoilCorrelationCPhi=0.00
+SoilRatioCuPcPassive=0.00
+SoilRatioCuPcActive=0.00
+SoilCuPassiveTop=0.00
+SoilCuPassiveBottom=0.00
+SoilCuActiveTop=0.00
+SoilCuActiveBottom=0.00
+SoilUniformRatioCuPc=1
+SoilUniformCu=1
+SoilDesignPartialCohesion=1.25
+SoilDesignStdCohesion=-1.65
+SoilDesignPartialPhi=1.10
+SoilDesignStdPhi=-1.65
+SoilDesignPartialStressTable=1.15
+SoilDesignStdStressTable=-1.65
+SoilDesignPartialRatioCuPc=1.15
+SoilDesignStdRatioCuPc=-1.65
+SoilDesignPartialCu=1.15
+SoilDesignStdCu=-1.65
+SoilDesignPartialPOP=1.10
+SoilDesignStdPOP=-1.65
+SoilDesignPartialRRatio=1.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=50.00
+SoilVertFluctScaleCoh=0.25
+SoilNumberOfTestsCoh=1
+SoilVarianceRatioCoh=0.75
+SoilHorFluctScalePhi=50.00
+SoilVertFluctScalePhi=0.25
+SoilNumberOfTestsPhi=1
+SoilVarianceRatioPhi=0.75
+SoilRRatio=1.0000000
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[SOIL]
+Klei_dijkmateriaal z_s
+SoilColor=16775408
+SoilSoilType=3
+SoilUseSoilType=0
+SoilGamDry=16.70
+SoilGamWet=16.70
+SoilRestSlope=0
+SoilCohesion=0.00
+SoilPhi=0.00
+SoilDilatancy=0.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=Klei_dijkm_z_s
+SoilBondStressTableName=
+SoilMatStrengthType=2
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilStrengthIncreaseExponent=0.80
+SoilPOPTop=0.00
+SoilPOPBottom=0.00
+SoilAdditionalFactorLEM=1.00
+SoilPc=0.00E+00
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=1
+SoilStdCohesion=0.00
+SoilStdPhi=0.00
+SoilStdRatioCuPc=0.00
+SoilStdRatioCuPcPassive=0.00
+SoilStdRatioCuPcActive=0.00
+SoilStdCu=0.00
+SoilStdCuTop=0.00
+SoilStdCuGradient=0.00
+SoilStdPn=0.20
+SoilDistCohesion=3
+SoilDistPhi=3
+SoilDistStressTable=3
+SoilDistRatioCuPc=3
+SoilDistRatioCuPcPassive=3
+SoilDistRatioCuPcActive=3
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+SoilDistPn=3
+SoilCorrelationCPhi=0.00
+SoilRatioCuPcPassive=0.00
+SoilRatioCuPcActive=0.00
+SoilCuPassiveTop=0.00
+SoilCuPassiveBottom=0.00
+SoilCuActiveTop=0.00
+SoilCuActiveBottom=0.00
+SoilUniformRatioCuPc=1
+SoilUniformCu=1
+SoilDesignPartialCohesion=1.25
+SoilDesignStdCohesion=-1.65
+SoilDesignPartialPhi=1.10
+SoilDesignStdPhi=-1.65
+SoilDesignPartialStressTable=1.15
+SoilDesignStdStressTable=-1.65
+SoilDesignPartialRatioCuPc=1.15
+SoilDesignStdRatioCuPc=-1.65
+SoilDesignPartialCu=1.15
+SoilDesignStdCu=-1.65
+SoilDesignPartialPOP=1.10
+SoilDesignStdPOP=-1.65
+SoilDesignPartialRRatio=1.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=50.00
+SoilVertFluctScaleCoh=0.25
+SoilNumberOfTestsCoh=1
+SoilVarianceRatioCoh=0.75
+SoilHorFluctScalePhi=50.00
+SoilVertFluctScalePhi=0.25
+SoilNumberOfTestsPhi=1
+SoilVarianceRatioPhi=0.75
+SoilRRatio=1.0000000
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[SOIL]
+Klei_o_veen s_z_h_n_dijk
+SoilColor=9211020
+SoilSoilType=3
+SoilUseSoilType=0
+SoilGamDry=15.40
+SoilGamWet=15.40
+SoilRestSlope=0
+SoilCohesion=0.00
+SoilPhi=0.00
+SoilDilatancy=0.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=Klei_o_veen_szho_dijk
+SoilBondStressTableName=
+SoilMatStrengthType=2
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilStrengthIncreaseExponent=0.80
+SoilPOPTop=0.00
+SoilPOPBottom=0.00
+SoilAdditionalFactorLEM=1.00
+SoilPc=0.00E+00
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=1
+SoilStdCohesion=0.00
+SoilStdPhi=0.00
+SoilStdRatioCuPc=0.00
+SoilStdRatioCuPcPassive=0.00
+SoilStdRatioCuPcActive=0.00
+SoilStdCu=0.00
+SoilStdCuTop=0.00
+SoilStdCuGradient=0.00
+SoilStdPn=0.20
+SoilDistCohesion=3
+SoilDistPhi=3
+SoilDistStressTable=3
+SoilDistRatioCuPc=3
+SoilDistRatioCuPcPassive=3
+SoilDistRatioCuPcActive=3
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+SoilDistPn=3
+SoilCorrelationCPhi=0.00
+SoilRatioCuPcPassive=0.00
+SoilRatioCuPcActive=0.00
+SoilCuPassiveTop=0.00
+SoilCuPassiveBottom=0.00
+SoilCuActiveTop=0.00
+SoilCuActiveBottom=0.00
+SoilUniformRatioCuPc=1
+SoilUniformCu=1
+SoilDesignPartialCohesion=1.25
+SoilDesignStdCohesion=-1.65
+SoilDesignPartialPhi=1.10
+SoilDesignStdPhi=-1.65
+SoilDesignPartialStressTable=1.15
+SoilDesignStdStressTable=-1.65
+SoilDesignPartialRatioCuPc=1.15
+SoilDesignStdRatioCuPc=-1.65
+SoilDesignPartialCu=1.15
+SoilDesignStdCu=-1.65
+SoilDesignPartialPOP=1.10
+SoilDesignStdPOP=-1.65
+SoilDesignPartialRRatio=1.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=50.00
+SoilVertFluctScaleCoh=0.25
+SoilNumberOfTestsCoh=1
+SoilVarianceRatioCoh=0.75
+SoilHorFluctScalePhi=50.00
+SoilVertFluctScalePhi=0.25
+SoilNumberOfTestsPhi=1
+SoilVarianceRatioPhi=0.75
+SoilRRatio=1.0000000
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[END OF SOIL COLLECTION]
+
+[GEOMETRY DATA]
+[ACCURACY]
+ 0.0010
+[END OF ACCURACY]
+
+[POINTS]
+ 88 - Number of geometry points -
+ 1 0.000 -13.000 0.000
+ 2 60.801 -13.000 0.000
+ 3 0.000 -18.000 0.000
+ 4 60.801 -18.000 0.000
+ 5 35.000 -13.000 0.000
+ 6 39.000 -18.000 0.000
+ 7 0.000 -2.400 0.000
+ 8 17.754 -2.400 0.000
+ 9 18.654 -1.500 0.000
+ 10 20.111 -0.042 0.000
+ 11 20.579 0.038 0.000
+ 12 21.046 0.135 0.000
+ 13 21.514 0.414 0.000
+ 14 21.981 0.684 0.000
+ 15 22.449 0.927 0.000
+ 16 22.917 1.091 0.000
+ 17 23.385 1.209 0.000
+ 18 23.852 1.253 0.000
+ 19 24.321 1.266 0.000
+ 20 24.788 1.280 0.000
+ 21 25.256 1.290 0.000
+ 22 25.723 1.305 0.000
+ 23 26.191 1.306 0.000
+ 24 26.497 1.301 0.000
+ 25 26.658 1.298 0.000
+ 26 27.126 1.280 0.000
+ 27 27.594 1.266 0.000
+ 28 28.062 1.228 0.000
+ 29 28.530 1.175 0.000
+ 30 28.997 1.095 0.000
+ 31 29.465 0.899 0.000
+ 32 29.932 0.640 0.000
+ 33 30.400 0.391 0.000
+ 34 30.867 0.127 0.000
+ 35 31.336 -0.128 0.000
+ 36 31.803 -0.370 0.000
+ 37 32.271 -0.607 0.000
+ 38 32.739 -0.927 0.000
+ 39 33.207 -1.180 0.000
+ 40 33.674 -1.410 0.000
+ 41 34.141 -1.586 0.000
+ 42 34.609 -1.676 0.000
+ 43 35.077 -1.772 0.000
+ 44 35.545 -1.810 0.000
+ 45 36.013 -1.840 0.000
+ 46 36.481 -1.866 0.000
+ 47 36.948 -1.900 0.000
+ 48 37.416 -1.936 0.000
+ 49 37.884 -1.963 0.000
+ 50 38.351 -2.003 0.000
+ 51 38.818 -2.045 0.000
+ 52 39.287 -2.079 0.000
+ 53 39.754 -2.107 0.000
+ 54 40.222 -2.193 0.000
+ 55 40.690 -2.351 0.000
+ 56 41.158 -2.606 0.000
+ 57 41.625 -2.830 0.000
+ 58 42.093 -3.111 0.000
+ 59 42.561 -3.377 0.000
+ 60 43.498 -4.000 0.000
+ 61 43.648 -4.100 0.000
+ 62 44.648 -4.100 0.000
+ 63 45.487 -3.541 0.000
+ 64 45.834 -3.531 0.000
+ 65 46.770 -3.369 0.000
+ 66 47.237 -3.328 0.000
+ 67 47.705 -3.286 0.000
+ 68 48.173 -3.280 0.000
+ 69 48.641 -3.297 0.000
+ 70 49.108 -3.325 0.000
+ 71 57.995 -3.393 0.000
+ 72 58.463 -3.348 0.000
+ 73 58.930 -3.395 0.000
+ 74 59.397 -3.382 0.000
+ 75 59.865 -3.402 0.000
+ 76 60.333 -3.352 0.000
+ 77 60.801 -3.163 0.000
+ 78 24.000 -1.500 0.000
+ 79 30.000 -3.000 0.000
+ 80 40.000 -3.500 0.000
+ 81 41.171 -4.000 0.000
+ 82 0.000 -4.000 0.000
+ 83 35.000 -4.000 0.000
+ 84 39.000 -10.500 0.000
+ 85 60.801 -10.500 0.000
+ 86 0.000 -10.500 0.000
+ 87 0.000 -25.000 0.000
+ 88 60.801 -25.000 0.000
+[END OF POINTS]
+
+[CURVES]
+ 86 - Number of curves -
+ 1 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 1 5
+ 2 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 5 2
+ 3 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 3 6
+ 4 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 6 4
+ 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
+ 7 8
+ 7 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 8 9
+ 8 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 9 10
+ 9 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 10 11
+ 10 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 11 12
+ 11 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 12 13
+ 12 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 13 14
+ 13 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 14 15
+ 14 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 15 16
+ 15 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 16 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
+ 18 19
+ 18 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 19 20
+ 19 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 20 21
+ 20 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 21 22
+ 21 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 22 23
+ 22 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 23 24
+ 23 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 24 25
+ 24 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 25 26
+ 25 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 26 27
+ 26 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 27 28
+ 27 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 28 29
+ 28 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 29 30
+ 29 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 30 31
+ 30 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 31 32
+ 31 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 32 33
+ 32 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 33 34
+ 33 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 34 35
+ 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
+ 43 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
+ 46 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 47 48
+ 47 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 48 49
+ 48 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 49 50
+ 49 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 50 51
+ 50 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 51 52
+ 51 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 52 53
+ 52 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 53 54
+ 53 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 54 55
+ 54 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 55 56
+ 55 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 56 57
+ 56 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 57 58
+ 57 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 58 59
+ 58 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 59 60
+ 59 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 60 61
+ 60 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 61 62
+ 61 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 62 63
+ 62 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 63 64
+ 63 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 64 65
+ 64 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 65 66
+ 65 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 66 67
+ 66 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 67 68
+ 67 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 68 69
+ 68 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 69 70
+ 69 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 70 71
+ 70 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 71 72
+ 71 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 72 73
+ 72 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 73 74
+ 73 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 74 75
+ 74 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 75 76
+ 75 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 76 77
+ 76 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 9 78
+ 77 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 78 79
+ 78 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 79 80
+ 79 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 80 81
+ 80 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 81 60
+ 81 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 82 83
+ 82 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 83 81
+ 83 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 83 84
+ 84 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 84 85
+ 85 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 86 84
+ 86 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 87 88
+[END OF CURVES]
+
+[BOUNDARIES]
+ 9 - Number of boundaries -
+ 0 - Boundary number
+ 1 - number of curves on boundary, next line(s) are curvenumbers
+ 86
+ 1 - Boundary number
+ 2 - number of curves on boundary, next line(s) are curvenumbers
+ 3 4
+ 2 - Boundary number
+ 3 - number of curves on boundary, next line(s) are curvenumbers
+ 1 5 4
+ 3 - Boundary number
+ 2 - number of curves on boundary, next line(s) are curvenumbers
+ 1 2
+ 4 - Boundary number
+ 2 - number of curves on boundary, next line(s) are curvenumbers
+ 85 84
+ 5 - Boundary number
+ 3 - number of curves on boundary, next line(s) are curvenumbers
+ 81 83 84
+ 6 - Boundary number
+ 20 - number of curves on boundary, next line(s) are curvenumbers
+ 81 82 80 59 60 61 62 63 64 65
+ 66 67 68 69 70 71 72 73 74 75
+ 7 - Boundary number
+ 24 - number of curves on boundary, next line(s) are curvenumbers
+ 6 7 76 77 78 79 80 59 60 61
+ 62 63 64 65 66 67 68 69 70 71
+ 72 73 74 75
+ 8 - Boundary number
+ 70 - number of curves on boundary, next line(s) are curvenumbers
+ 6 7 8 9 10 11 12 13 14 15
+ 16 17 18 19 20 21 22 23 24 25
+ 26 27 28 29 30 31 32 33 34 35
+ 36 37 38 39 40 41 42 43 44 45
+ 46 47 48 49 50 51 52 53 54 55
+ 56 57 58 59 60 61 62 63 64 65
+ 66 67 68 69 70 71 72 73 74 75
+[END OF BOUNDARIES]
+
+[USE PROBABILISTIC DEFAULTS BOUNDARIES]
+ 9 - Number of boundaries -
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES]
+
+[STDV BOUNDARIES]
+ 9 - Number of boundaries -
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+[END OF STDV BOUNDARIES]
+
+[DISTRIBUTION BOUNDARIES]
+ 9 - Number of boundaries -
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+[END OF DISTRIBUTION BOUNDARIES]
+
+[PIEZO LINES]
+ 0 - Number of piezometric level lines -
+[END OF PIEZO LINES]
+
+[PHREATIC LINE]
+ 0 - 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]
+ 8 - Number of layers -
+ 1 - Layer number, next line is material of layer
+ Pleistoceen zand
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 1 - Boundarynumber at top of layer
+ 0 - Boundarynumber at bottom of layer
+ 2 - Layer number, next line is material of layer
+ Klei_o_veen s_z_h_o_dijk
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 2 - Boundarynumber at top of layer
+ 1 - Boundarynumber at bottom of layer
+ 3 - Layer number, next line is material of layer
+ Klei_o_veen s_z_h_n_dijk
+ 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
+ Pleistoceen zand
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 4 - Boundarynumber at top of layer
+ 3 - Boundarynumber at bottom of layer
+ 5 - Layer number, next line is material of layer
+ Klei_o_veen s_z_h_o_dijk
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 5 - Boundarynumber at top of layer
+ 4 - Boundarynumber at bottom of layer
+ 6 - Layer number, next line is material of layer
+ Klei_o_veen s_z_h_n_dijk
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 6 - Boundarynumber at top of layer
+ 5 - Boundarynumber at bottom of layer
+ 7 - Layer number, next line is material of layer
+ Hollandveen_o_dijk - DM
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 7 - Boundarynumber at top of layer
+ 6 - Boundarynumber at bottom of layer
+ 8 - Layer number, next line is material of layer
+ Klei_dijkmateriaal z_s
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 8 - Boundarynumber at top of layer
+ 7 - Boundarynumber at bottom of layer
+[END OF LAYERS]
+
+[END OF GEOMETRY DATA]
+[RUN IDENTIFICATION TITLES]
+
+
+
+[END OF RUN IDENTIFICATION TITLES]
+[MODEL]
+ 4 : Uplift Van
+ 1 : C phi
+ 0 : Probabilistic off
+ 1 : Mean
+ 0 : Geotextiles off
+ 0 : Nails off
+ 0 : Zone plot off
+ 0 : Local measurements
+[END OF MODEL]
+[MSEEPNET]
+ Use potential file
+ 0 : Do not use water net of MSeep file
+ 0 : Do not make negative pressures 0
+[END OF MSEEPNET]
+[UNIT WEIGHT WATER]
+ 9.81 : Unit weight water
+[END OF UNIT WEIGHT WATER]
+[DEGREE OF CONSOLIDATION]
+ 8 Number of layers
+ 8 100
+ 7 100 100
+ 6 100 100 100
+ 5 100 100 100 100
+ 4 100 100 100 100 100
+ 3 100 100 100 100 100 100
+ 2 100 100 100 100 100 100 100
+ 1 100 100 100 100 100 100 100 100
+ 0 capillary water not included
+[END OF DEGREE OF CONSOLIDATION]
+[DEGREE TEMPORARY LOADS]
+ 100 0 0 0 0 0 0 0
+ 0 capillary water not included
+[END OF DEGREE TEMPORARY LOADS]
+[DEGREE EARTH QUAKE]
+ 100 100 100 100 100 100 100 100
+[END OF DEGREE EARTH QUAKE]
+[CIRCLES]
+ 0.000 0.000 1 X-direction
+ 0.000 0.000 1 Y-direction
+ 0.000 0.000 0 Tangent lines
+ 0.000 0.000 0 no fixed point used
+[END OF CIRCLES]
+[SPENCER SLIP DATA]
+ 0 Number of points
+[END OF SPENCER SLIP DATA]
+[SPENCER SLIP DATA 2]
+ 0 Number of points
+[END OF SPENCER SLIP DATA 2]
+[SPENCER SLIP INTERVAL]
+ 2 : Slip spencer interval
+[END OF SPENCER SLIP INTERVAL]
+[LINE LOADS]
+ 0 = number of items
+[END OF LINE LOADS]
+[UNIFORM LOADS]
+ 1 = number of items
+Verkeersbelasting
+ 5.00 = magnitude
+ 24.87 27.37 = xstart and xend
+ 0.00 = distribution angle
+ 2 = temporary load
+[END OF UNIFORM LOADS]
+[TREE ON SLOPE]
+0.00 = WindForce
+0.00 = XCoordinate
+0.00 = YCoordinate
+10.00 = width of root zone
+0.0 = AngleOfDistribution
+[END OF TREE ON SLOPE]
+[EARTH QUAKE]
+ 0.000 = horizontal acceleration
+ 0.000 = vertical acceleration
+ 0.000 = free water moment factor
+[END OF EARTH QUAKE]
+[SIGMA-TAU CURVES]
+ 5 = number of items
+[STRESS CURVE]
+Klei_o_veen_szho_dijk
+3
+[POINT]
+SoilStressTableSigma=0.00
+SoilStressTableTau=4.20
+SoilStressTableTauCharacteristic=0.00
+SoilStressTableTauMean=0.00
+[END OF POINT]
+[POINT]
+SoilStressTableSigma=3.20
+SoilStressTableTau=4.20
+SoilStressTableTauCharacteristic=0.00
+SoilStressTableTauMean=0.00
+[END OF POINT]
+[POINT]
+SoilStressTableSigma=200.00
+SoilStressTableTau=109.70
+SoilStressTableTauCharacteristic=0.00
+SoilStressTableTauMean=0.00
+[END OF POINT]
+SoilStressTableNumberOfTests=0
+[END OF STRESS CURVE]
+[STRESS CURVE]
+Hveen_DM
+3
+[POINT]
+SoilStressTableSigma=0.00
+SoilStressTableTau=4.20
+SoilStressTableTauCharacteristic=0.00
+SoilStressTableTauMean=0.00
+[END OF POINT]
+[POINT]
+SoilStressTableSigma=7.50
+SoilStressTableTau=4.20
+SoilStressTableTauCharacteristic=0.00
+SoilStressTableTauMean=0.00
+[END OF POINT]
+[POINT]
+SoilStressTableSigma=200.00
+SoilStressTableTau=79.50
+SoilStressTableTauCharacteristic=0.00
+SoilStressTableTauMean=0.00
+[END OF POINT]
+SoilStressTableNumberOfTests=0
+[END OF STRESS CURVE]
+[STRESS CURVE]
+Hveen_n_dijk
+3
+[POINT]
+SoilStressTableSigma=0.00
+SoilStressTableTau=2.10
+SoilStressTableTauCharacteristic=0.00
+SoilStressTableTauMean=0.00
+[END OF POINT]
+[POINT]
+SoilStressTableSigma=5.10
+SoilStressTableTau=2.10
+SoilStressTableTauCharacteristic=0.00
+SoilStressTableTauMean=0.00
+[END OF POINT]
+[POINT]
+SoilStressTableSigma=200.00
+SoilStressTableTau=81.70
+SoilStressTableTauCharacteristic=0.00
+SoilStressTableTauMean=0.00
+[END OF POINT]
+SoilStressTableNumberOfTests=0
+[END OF STRESS CURVE]
+[STRESS CURVE]
+Klei_dijkm_h
+2
+[POINT]
+SoilStressTableSigma=0.00
+SoilStressTableTau=0.90
+SoilStressTableTauCharacteristic=0.00
+SoilStressTableTauMean=0.00
+[END OF POINT]
+[POINT]
+SoilStressTableSigma=200.00
+SoilStressTableTau=104.00
+SoilStressTableTauCharacteristic=0.00
+SoilStressTableTauMean=0.00
+[END OF POINT]
+SoilStressTableNumberOfTests=0
+[END OF STRESS CURVE]
+[STRESS CURVE]
+Klei_dijkm_z_s
+3
+[POINT]
+SoilStressTableSigma=0.00
+SoilStressTableTau=4.20
+SoilStressTableTauCharacteristic=0.00
+SoilStressTableTauMean=0.00
+[END OF POINT]
+[POINT]
+SoilStressTableSigma=6.10
+SoilStressTableTau=4.20
+SoilStressTableTauCharacteristic=0.00
+SoilStressTableTauMean=0.00
+[END OF POINT]
+[POINT]
+SoilStressTableSigma=200.00
+SoilStressTableTau=137.40
+SoilStressTableTauCharacteristic=0.00
+SoilStressTableTauMean=0.00
+[END OF POINT]
+SoilStressTableNumberOfTests=0
+[END OF STRESS CURVE]
+[END OF SIGMA-TAU CURVES]
+[BOND STRESS DIAGRAMS]
+ 0 = number of items
+[END OF BOND STRESS DIAGRAMS]
+[MEASURED YIELD STRESSES]
+[YIELD STRESSES]
+ 0 = number of items
+[END OF YIELD STRESSES]
+[END OF MEASURED YIELD STRESSES]
+[MINIMAL REQUIRED CIRCLE DEPTH]
+ 0.00 [m]
+[END OF MINIMAL REQUIRED CIRCLE DEPTH]
+[SLIP CIRCLE SELECTION]
+IsMinXEntryUsed=0
+IsMaxXEntryUsed=0
+XEntryMin=0.00
+XEntryMax=0.00
+[END OF SLIP CIRCLE SELECTION]
+[START VALUE SAFETY FACTOR]
+ 1.000 [-]
+[END OF START VALUE SAFETY FACTOR]
+[REFERENCE LEVEL SU]
+ 16.000 Excavation gamma above freatic level
+ 18.000 Excavation gamma below freatic level
+ 0 number of points
+[END OF REFERENCE LEVEL SU]
+
+[LIFT SLIP DATA]
+ 21.751 41.751 11 X-direction Left
+ 1.409 11.227 6 Y-direction Left
+ 37.751 47.751 6 X-direction Right
+ -2.914 1.086 3 Y-direction Right
+ 0.000 0.000 1 Y-direction tangent lines
+ 1 Automatic grid calculation (1)
+[MULTIPLE LIFT TANGENTS]
+ 5 Number of tangentlines
+ -18.000
+ -13.000
+ -10.500
+ -4.000
+ -3.488
+[END OF MULTIPLE LIFT TANGENTS]
+[END OF LIFT SLIP DATA]
+[EXTERNAL WATER LEVELS]
+ 0 = No water data used
+ 0.00 = Design level
+ 0.30 = Decimate height
+ 1 norm = 1/10000
+ 1 = number of items
+Water data (1)
+ 1 = Phreatic line
+ 0.00 = Level
+ Piezo lines
+ 8 - Number of layers
+ 3 3 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+[END OF EXTERNAL WATER LEVELS]
+[MODEL FACTOR]
+ 1.00 = Limit value stability factor
+ 0.08 = Standard deviation for limit value stability factor
+ 0.00 = Reference standard deviation for degree of consolidation
+ 100.00 = Length of the section
+ 0 = Use contribution of end section
+ 0.00 = Lateral stress ratio
+ 0.25 = Coefficient of variation contribution edge of section
+[END OF MODEL FACTOR]
+[END SECTION]
+ 0.000 = Half length of the section
+ 0 Use friction end section
+[END OF END 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]
+ 0.00 = Width top rest profile [m]
+ 0.00 = X co-ordinate indicating start of zone [m]
+ 64.74 = Boundary of M.H.W influence at X [m]
+ 0.96 = Boundary of M.H.W influence at Y [m]
+ 0.00 = Required safety in zone 1a
+ 0.00 = Required safety in zone 1b
+ 0.00 = Required safety in zone 2a
+ 0.00 = Required safety in zone 2b
+ 0.01 = Left side minimum road [m]
+ 0.01 = Right side minimum road [m]
+ 0.90 = Required safety in zone 3a
+ 0.90 = Required safety in zone 3b
+ 1 Stability calculation at right side
+ 0.50 = Remolding reduction factor
+ 0.80 = Schematization reduction factor
+ 1 Overtopping condition less or equal 0.1 l/m/s
+[END OF NEWZONE PLOT DATA]
+[HORIZONTAL BALANCE]
+HorizontalBalanceXLeft=0.000
+HorizontalBalanceXRight=0.000
+HorizontalBalanceYTop=0.00
+HorizontalBalanceYBottom=0.00
+HorizontalBalanceNYInterval=1
+[END OF HORIZONTAL BALANCE]
+[REQUESTED CIRCLE SLICES]
+ 30 = number of slices
+[END OF REQUESTED CIRCLE SLICES]
+[REQUESTED LIFT SLICES]
+ 50 = number of slices
+[END OF REQUESTED LIFT SLICES]
+[REQUESTED SPENCER SLICES]
+ 50 = number of slices
+[END OF REQUESTED SPENCER SLICES]
+[SOIL RESISTANCE]
+SoilResistanceDowelAction=1
+SoilResistancePullOut=1
+[END OF SOIL RESISTANCE]
+[GENETIC ALGORITHM OPTIONS BISHOP]
+PopulationCount=50
+GenerationCount=50
+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=50
+GenerationCount=50
+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/DamLive/trunk/data/HHNK Purmer/live.OutputTimeSeries.xml
===================================================================
diff -u
--- DamClients/DamLive/trunk/data/HHNK Purmer/live.OutputTimeSeries.xml (revision 0)
+++ DamClients/DamLive/trunk/data/HHNK Purmer/live.OutputTimeSeries.xml (revision 5381)
@@ -0,0 +1,124 @@
+
+
+ 0
+
+
+ instantaneous
+ Purmer_PU0042+00_K
+ StabilityInsideFactor
+
+
+
+ -999
+ Purmer Stedelijk Uitstroompeil
+ m
+
+
+
+
+
+
+ instantaneous
+ Purmer_PU0042+00_K_V
+ StabilityInsideFactor
+
+
+
+ -999
+ Purmer Stedelijk Uitstroompeil
+ m
+
+
+
+
+
+
+ instantaneous
+ Purmer_PU0042+00_R
+ StabilityInsideFactor
+
+
+
+ -999
+ Purmer Stedelijk Uitstroompeil
+ m
+
+
+
+
+
+
+ instantaneous
+ Purmer_PU0042+00_R_V
+ StabilityInsideFactor
+
+
+
+ -999
+ Purmer Stedelijk Uitstroompeil
+ m
+
+
+
+
+
+
+ instantaneous
+ Purmer_PU0110+20_K
+ StabilityInsideFactor
+
+
+
+ -999
+ Purmer Stedelijk Uitstroompeil
+ m
+
+
+
+
+
+
+ instantaneous
+ Purmer_PU0110+20_K_V
+ StabilityInsideFactor
+
+
+
+ -999
+ Purmer Stedelijk Uitstroompeil
+ m
+
+
+
+
+
+
+ instantaneous
+ Purmer_PU0110+20_R
+ StabilityInsideFactor
+
+
+
+ -999
+ Purmer Stedelijk Uitstroompeil
+ m
+
+
+
+
+
+
+ instantaneous
+ Purmer_PU0110+20_R_V
+ StabilityInsideFactor
+
+
+
+ -999
+ Purmer Stedelijk Uitstroompeil
+ m
+
+
+
+
+
\ No newline at end of file
Index: DamClients/DamLive/trunk/data/HHNK Purmer/geometries/Purmer_PU0042+00.sti
===================================================================
diff -u
--- DamClients/DamLive/trunk/data/HHNK Purmer/geometries/Purmer_PU0042+00.sti (revision 0)
+++ DamClients/DamLive/trunk/data/HHNK Purmer/geometries/Purmer_PU0042+00.sti (revision 5381)
@@ -0,0 +1,2056 @@
+Input file for D-Geo Stability : Stability of earth slopes.
+==============================================================================
+COMPANY : Stichting Deltares
+
+DATE : 15-12-2022
+TIME : 12:25:44
+FILENAME : C:\Users\lam_ks\Tijdelijke Werkbestanden\HHNK DAM-Live Purmer\4workdirFEWS\geometries\DWP_95.sti
+CREATED BY : D-Geo Stability version 18.1.1.3
+========================== BEGINNING OF DATA ==========================
+[VERSION]
+Soil=1003
+Geometry=1000
+StressCurve=1000
+BondStressDiagram=1000
+YieldStress=1001
+D-Geo Stability=1008
+[END OF VERSION]
+
+[SOIL COLLECTION]
+ 10 = number of items
+[SOIL]
+Pleistoceen zand
+SoilColor=65535
+SoilSoilType=1
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=18.00
+SoilGamWet=20.00
+SoilRestSlope=0
+SoilCohesion=0.00
+SoilPhi=28.90
+SoilDilatancy=28.90
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=1
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilStrengthIncreaseExponent=0.80
+SoilPOPTop=0.00
+SoilPOPBottom=0.00
+SoilAdditionalFactorLEM=1.00
+SoilPc=0.00E+00
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=1
+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_wadz_gelaagd o_dijk
+SoilColor=2330219
+SoilSoilType=3
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=16.30
+SoilGamWet=16.30
+SoilRestSlope=0
+SoilCohesion=0.00
+SoilPhi=0.00
+SoilDilatancy=0.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=Klei_wadz_gelaagd_od
+SoilBondStressTableName=
+SoilMatStrengthType=2
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilStrengthIncreaseExponent=0.80
+SoilPOPTop=0.00
+SoilPOPBottom=0.00
+SoilAdditionalFactorLEM=1.00
+SoilPc=0.00E+00
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=1
+SoilStdCohesion=0.00
+SoilStdPhi=0.00
+SoilStdRatioCuPc=0.00
+SoilStdRatioCuPcPassive=0.00
+SoilStdRatioCuPcActive=0.00
+SoilStdCu=0.00
+SoilStdCuTop=0.00
+SoilStdCuGradient=0.00
+SoilStdPn=0.20
+SoilDistCohesion=3
+SoilDistPhi=3
+SoilDistStressTable=3
+SoilDistRatioCuPc=3
+SoilDistRatioCuPcPassive=3
+SoilDistRatioCuPcActive=3
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+SoilDistPn=3
+SoilCorrelationCPhi=0.00
+SoilRatioCuPcPassive=0.00
+SoilRatioCuPcActive=0.00
+SoilCuPassiveTop=0.00
+SoilCuPassiveBottom=0.00
+SoilCuActiveTop=0.00
+SoilCuActiveBottom=0.00
+SoilUniformRatioCuPc=1
+SoilUniformCu=1
+SoilDesignPartialCohesion=1.25
+SoilDesignStdCohesion=-1.65
+SoilDesignPartialPhi=1.10
+SoilDesignStdPhi=-1.65
+SoilDesignPartialStressTable=1.15
+SoilDesignStdStressTable=-1.65
+SoilDesignPartialRatioCuPc=1.15
+SoilDesignStdRatioCuPc=-1.65
+SoilDesignPartialCu=1.15
+SoilDesignStdCu=-1.65
+SoilDesignPartialPOP=1.10
+SoilDesignStdPOP=-1.65
+SoilDesignPartialRRatio=1.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=50.00
+SoilVertFluctScaleCoh=0.25
+SoilNumberOfTestsCoh=1
+SoilVarianceRatioCoh=0.75
+SoilHorFluctScalePhi=50.00
+SoilVertFluctScalePhi=0.25
+SoilNumberOfTestsPhi=1
+SoilVarianceRatioPhi=0.75
+SoilRRatio=1.0000000
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[SOIL]
+Hollandveen_n_dijk
+SoilColor=42495
+SoilSoilType=4
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=9.80
+SoilGamWet=9.80
+SoilRestSlope=0
+SoilCohesion=0.00
+SoilPhi=0.00
+SoilDilatancy=0.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=Hveen_n_dijk
+SoilBondStressTableName=
+SoilMatStrengthType=2
+SoilProbInputValues=0
+SoilRatioCuPc=0.00
+SoilStrengthIncreaseExponent=0.00
+SoilPOPTop=0.00
+SoilPOPBottom=0.00
+SoilAdditionalFactorLEM=1.00
+SoilPc=0.00E+00
+SoilPOP=0.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=0
+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=0.00
+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=0
+SoilUniformCu=0
+SoilDesignPartialCohesion=0.00
+SoilDesignStdCohesion=0.00
+SoilDesignPartialPhi=0.00
+SoilDesignStdPhi=0.00
+SoilDesignPartialStressTable=0.00
+SoilDesignStdStressTable=0.00
+SoilDesignPartialRatioCuPc=0.00
+SoilDesignStdRatioCuPc=0.00
+SoilDesignPartialCu=0.00
+SoilDesignStdCu=0.00
+SoilDesignPartialPOP=0.00
+SoilDesignStdPOP=0.00
+SoilDesignPartialRRatio=0.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=0.00
+SoilVertFluctScaleCoh=0.00
+SoilNumberOfTestsCoh=0
+SoilVarianceRatioCoh=0.00
+SoilHorFluctScalePhi=0.00
+SoilVertFluctScalePhi=0.00
+SoilNumberOfTestsPhi=0
+SoilVarianceRatioPhi=0.00
+SoilRRatio=0.0000000
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[SOIL]
+Hollandveen_o_dijk-NZ
+SoilColor=1993170
+SoilSoilType=4
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=9.90
+SoilGamWet=9.90
+SoilRestSlope=0
+SoilCohesion=0.00
+SoilPhi=0.00
+SoilDilatancy=0.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=Hveen_NZ
+SoilBondStressTableName=
+SoilMatStrengthType=2
+SoilProbInputValues=0
+SoilRatioCuPc=0.00
+SoilStrengthIncreaseExponent=0.00
+SoilPOPTop=0.00
+SoilPOPBottom=0.00
+SoilAdditionalFactorLEM=1.00
+SoilPc=0.00E+00
+SoilPOP=0.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=0
+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=0.00
+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=0
+SoilUniformCu=0
+SoilDesignPartialCohesion=0.00
+SoilDesignStdCohesion=0.00
+SoilDesignPartialPhi=0.00
+SoilDesignStdPhi=0.00
+SoilDesignPartialStressTable=0.00
+SoilDesignStdStressTable=0.00
+SoilDesignPartialRatioCuPc=0.00
+SoilDesignStdRatioCuPc=0.00
+SoilDesignPartialCu=0.00
+SoilDesignStdCu=0.00
+SoilDesignPartialPOP=0.00
+SoilDesignStdPOP=0.00
+SoilDesignPartialRRatio=0.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=0.00
+SoilVertFluctScaleCoh=0.00
+SoilNumberOfTestsCoh=0
+SoilVarianceRatioCoh=0.00
+SoilHorFluctScalePhi=0.00
+SoilVertFluctScalePhi=0.00
+SoilNumberOfTestsPhi=0
+SoilVarianceRatioPhi=0.00
+SoilRRatio=0.0000000
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[SOIL]
+Klei_o_veen s_z_h_o_dijk
+SoilColor=8421376
+SoilSoilType=3
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=15.40
+SoilGamWet=15.40
+SoilRestSlope=0
+SoilCohesion=0.00
+SoilPhi=0.00
+SoilDilatancy=0.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=Klei_o_veen_szho_dijk
+SoilBondStressTableName=
+SoilMatStrengthType=2
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilStrengthIncreaseExponent=0.80
+SoilPOPTop=0.00
+SoilPOPBottom=0.00
+SoilAdditionalFactorLEM=1.00
+SoilPc=0.00E+00
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=1
+SoilStdCohesion=0.00
+SoilStdPhi=0.00
+SoilStdRatioCuPc=0.00
+SoilStdRatioCuPcPassive=0.00
+SoilStdRatioCuPcActive=0.00
+SoilStdCu=0.00
+SoilStdCuTop=0.00
+SoilStdCuGradient=0.00
+SoilStdPn=0.20
+SoilDistCohesion=3
+SoilDistPhi=3
+SoilDistStressTable=3
+SoilDistRatioCuPc=3
+SoilDistRatioCuPcPassive=3
+SoilDistRatioCuPcActive=3
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+SoilDistPn=3
+SoilCorrelationCPhi=0.00
+SoilRatioCuPcPassive=0.00
+SoilRatioCuPcActive=0.00
+SoilCuPassiveTop=0.00
+SoilCuPassiveBottom=0.00
+SoilCuActiveTop=0.00
+SoilCuActiveBottom=0.00
+SoilUniformRatioCuPc=1
+SoilUniformCu=1
+SoilDesignPartialCohesion=1.25
+SoilDesignStdCohesion=-1.65
+SoilDesignPartialPhi=1.10
+SoilDesignStdPhi=-1.65
+SoilDesignPartialStressTable=1.15
+SoilDesignStdStressTable=-1.65
+SoilDesignPartialRatioCuPc=1.15
+SoilDesignStdRatioCuPc=-1.65
+SoilDesignPartialCu=1.15
+SoilDesignStdCu=-1.65
+SoilDesignPartialPOP=1.10
+SoilDesignStdPOP=-1.65
+SoilDesignPartialRRatio=1.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=50.00
+SoilVertFluctScaleCoh=0.25
+SoilNumberOfTestsCoh=1
+SoilVarianceRatioCoh=0.75
+SoilHorFluctScalePhi=50.00
+SoilVertFluctScalePhi=0.25
+SoilNumberOfTestsPhi=1
+SoilVarianceRatioPhi=0.75
+SoilRRatio=1.0000000
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[SOIL]
+Klei_o_veen s_z_h_n_dijk
+SoilColor=8421376
+SoilSoilType=3
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=15.30
+SoilGamWet=15.30
+SoilRestSlope=0
+SoilCohesion=0.00
+SoilPhi=0.00
+SoilDilatancy=0.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=Klei_o_veen_szhn_dijk
+SoilBondStressTableName=
+SoilMatStrengthType=2
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilStrengthIncreaseExponent=0.80
+SoilPOPTop=0.00
+SoilPOPBottom=0.00
+SoilAdditionalFactorLEM=1.00
+SoilPc=0.00E+00
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=1
+SoilStdCohesion=0.00
+SoilStdPhi=0.00
+SoilStdRatioCuPc=0.00
+SoilStdRatioCuPcPassive=0.00
+SoilStdRatioCuPcActive=0.00
+SoilStdCu=0.00
+SoilStdCuTop=0.00
+SoilStdCuGradient=0.00
+SoilStdPn=0.20
+SoilDistCohesion=3
+SoilDistPhi=3
+SoilDistStressTable=3
+SoilDistRatioCuPc=3
+SoilDistRatioCuPcPassive=3
+SoilDistRatioCuPcActive=3
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+SoilDistPn=3
+SoilCorrelationCPhi=0.00
+SoilRatioCuPcPassive=0.00
+SoilRatioCuPcActive=0.00
+SoilCuPassiveTop=0.00
+SoilCuPassiveBottom=0.00
+SoilCuActiveTop=0.00
+SoilCuActiveBottom=0.00
+SoilUniformRatioCuPc=1
+SoilUniformCu=1
+SoilDesignPartialCohesion=1.25
+SoilDesignStdCohesion=-1.65
+SoilDesignPartialPhi=1.10
+SoilDesignStdPhi=-1.65
+SoilDesignPartialStressTable=1.15
+SoilDesignStdStressTable=-1.65
+SoilDesignPartialRatioCuPc=1.15
+SoilDesignStdRatioCuPc=-1.65
+SoilDesignPartialCu=1.15
+SoilDesignStdCu=-1.65
+SoilDesignPartialPOP=1.10
+SoilDesignStdPOP=-1.65
+SoilDesignPartialRRatio=1.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=50.00
+SoilVertFluctScaleCoh=0.25
+SoilNumberOfTestsCoh=1
+SoilVarianceRatioCoh=0.75
+SoilHorFluctScalePhi=50.00
+SoilVertFluctScalePhi=0.25
+SoilNumberOfTestsPhi=1
+SoilVarianceRatioPhi=0.75
+SoilRRatio=1.0000000
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[SOIL]
+Klei_dijkmateriaal h
+SoilColor=16775408
+SoilSoilType=3
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=13.90
+SoilGamWet=13.90
+SoilRestSlope=0
+SoilCohesion=0.00
+SoilPhi=0.00
+SoilDilatancy=0.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=Klei_dijkm_h
+SoilBondStressTableName=
+SoilMatStrengthType=2
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilStrengthIncreaseExponent=0.80
+SoilPOPTop=0.00
+SoilPOPBottom=0.00
+SoilAdditionalFactorLEM=1.00
+SoilPc=0.00E+00
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=1
+SoilStdCohesion=0.00
+SoilStdPhi=0.00
+SoilStdRatioCuPc=0.00
+SoilStdRatioCuPcPassive=0.00
+SoilStdRatioCuPcActive=0.00
+SoilStdCu=0.00
+SoilStdCuTop=0.00
+SoilStdCuGradient=0.00
+SoilStdPn=0.20
+SoilDistCohesion=3
+SoilDistPhi=3
+SoilDistStressTable=3
+SoilDistRatioCuPc=3
+SoilDistRatioCuPcPassive=3
+SoilDistRatioCuPcActive=3
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+SoilDistPn=3
+SoilCorrelationCPhi=0.00
+SoilRatioCuPcPassive=0.00
+SoilRatioCuPcActive=0.00
+SoilCuPassiveTop=0.00
+SoilCuPassiveBottom=0.00
+SoilCuActiveTop=0.00
+SoilCuActiveBottom=0.00
+SoilUniformRatioCuPc=1
+SoilUniformCu=1
+SoilDesignPartialCohesion=1.25
+SoilDesignStdCohesion=-1.65
+SoilDesignPartialPhi=1.10
+SoilDesignStdPhi=-1.65
+SoilDesignPartialStressTable=1.15
+SoilDesignStdStressTable=-1.65
+SoilDesignPartialRatioCuPc=1.15
+SoilDesignStdRatioCuPc=-1.65
+SoilDesignPartialCu=1.15
+SoilDesignStdCu=-1.65
+SoilDesignPartialPOP=1.10
+SoilDesignStdPOP=-1.65
+SoilDesignPartialRRatio=1.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=50.00
+SoilVertFluctScaleCoh=0.25
+SoilNumberOfTestsCoh=1
+SoilVarianceRatioCoh=0.75
+SoilHorFluctScalePhi=50.00
+SoilVertFluctScalePhi=0.25
+SoilNumberOfTestsPhi=1
+SoilVarianceRatioPhi=0.75
+SoilRRatio=1.0000000
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[SOIL]
+Klei_dijkmateriaal z_s
+SoilColor=16775408
+SoilSoilType=3
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=16.70
+SoilGamWet=16.70
+SoilRestSlope=0
+SoilCohesion=0.00
+SoilPhi=0.00
+SoilDilatancy=0.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=Klei_dijkm_z_s
+SoilBondStressTableName=
+SoilMatStrengthType=2
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilStrengthIncreaseExponent=0.80
+SoilPOPTop=0.00
+SoilPOPBottom=0.00
+SoilAdditionalFactorLEM=1.00
+SoilPc=0.00E+00
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=1
+SoilStdCohesion=0.00
+SoilStdPhi=0.00
+SoilStdRatioCuPc=0.00
+SoilStdRatioCuPcPassive=0.00
+SoilStdRatioCuPcActive=0.00
+SoilStdCu=0.00
+SoilStdCuTop=0.00
+SoilStdCuGradient=0.00
+SoilStdPn=0.20
+SoilDistCohesion=3
+SoilDistPhi=3
+SoilDistStressTable=3
+SoilDistRatioCuPc=3
+SoilDistRatioCuPcPassive=3
+SoilDistRatioCuPcActive=3
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+SoilDistPn=3
+SoilCorrelationCPhi=0.00
+SoilRatioCuPcPassive=0.00
+SoilRatioCuPcActive=0.00
+SoilCuPassiveTop=0.00
+SoilCuPassiveBottom=0.00
+SoilCuActiveTop=0.00
+SoilCuActiveBottom=0.00
+SoilUniformRatioCuPc=1
+SoilUniformCu=1
+SoilDesignPartialCohesion=1.25
+SoilDesignStdCohesion=-1.65
+SoilDesignPartialPhi=1.10
+SoilDesignStdPhi=-1.65
+SoilDesignPartialStressTable=1.15
+SoilDesignStdStressTable=-1.65
+SoilDesignPartialRatioCuPc=1.15
+SoilDesignStdRatioCuPc=-1.65
+SoilDesignPartialCu=1.15
+SoilDesignStdCu=-1.65
+SoilDesignPartialPOP=1.10
+SoilDesignStdPOP=-1.65
+SoilDesignPartialRRatio=1.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=50.00
+SoilVertFluctScaleCoh=0.25
+SoilNumberOfTestsCoh=1
+SoilVarianceRatioCoh=0.75
+SoilHorFluctScalePhi=50.00
+SoilVertFluctScalePhi=0.25
+SoilNumberOfTestsPhi=1
+SoilVarianceRatioPhi=0.75
+SoilRRatio=1.0000000
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[SOIL]
+Klei_bovenveen s_z_h
+SoilColor=9946300
+SoilSoilType=3
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=15.40
+SoilGamWet=15.40
+SoilRestSlope=0
+SoilCohesion=0.00
+SoilPhi=0.00
+SoilDilatancy=0.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=Klei_b_veen_szh
+SoilBondStressTableName=
+SoilMatStrengthType=2
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilStrengthIncreaseExponent=0.80
+SoilPOPTop=0.00
+SoilPOPBottom=0.00
+SoilAdditionalFactorLEM=1.00
+SoilPc=0.00E+00
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=1
+SoilStdCohesion=0.00
+SoilStdPhi=0.00
+SoilStdRatioCuPc=0.00
+SoilStdRatioCuPcPassive=0.00
+SoilStdRatioCuPcActive=0.00
+SoilStdCu=0.00
+SoilStdCuTop=0.00
+SoilStdCuGradient=0.00
+SoilStdPn=0.20
+SoilDistCohesion=3
+SoilDistPhi=3
+SoilDistStressTable=3
+SoilDistRatioCuPc=3
+SoilDistRatioCuPcPassive=3
+SoilDistRatioCuPcActive=3
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+SoilDistPn=3
+SoilCorrelationCPhi=0.00
+SoilRatioCuPcPassive=0.00
+SoilRatioCuPcActive=0.00
+SoilCuPassiveTop=0.00
+SoilCuPassiveBottom=0.00
+SoilCuActiveTop=0.00
+SoilCuActiveBottom=0.00
+SoilUniformRatioCuPc=1
+SoilUniformCu=1
+SoilDesignPartialCohesion=1.25
+SoilDesignStdCohesion=-1.65
+SoilDesignPartialPhi=1.10
+SoilDesignStdPhi=-1.65
+SoilDesignPartialStressTable=1.15
+SoilDesignStdStressTable=-1.65
+SoilDesignPartialRatioCuPc=1.15
+SoilDesignStdRatioCuPc=-1.65
+SoilDesignPartialCu=1.15
+SoilDesignStdCu=-1.65
+SoilDesignPartialPOP=1.10
+SoilDesignStdPOP=-1.65
+SoilDesignPartialRRatio=1.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=50.00
+SoilVertFluctScaleCoh=0.25
+SoilNumberOfTestsCoh=1
+SoilVarianceRatioCoh=0.75
+SoilHorFluctScalePhi=50.00
+SoilVertFluctScalePhi=0.25
+SoilNumberOfTestsPhi=1
+SoilVarianceRatioPhi=0.75
+SoilRRatio=1.0000000
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[SOIL]
+Hollandveen_o_dijk - DM
+SoilColor=6923673
+SoilSoilType=4
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=9.90
+SoilGamWet=9.90
+SoilRestSlope=0
+SoilCohesion=0.00
+SoilPhi=0.00
+SoilDilatancy=0.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=Hveen_NZ
+SoilBondStressTableName=
+SoilMatStrengthType=2
+SoilProbInputValues=0
+SoilRatioCuPc=0.00
+SoilStrengthIncreaseExponent=0.00
+SoilPOPTop=0.00
+SoilPOPBottom=0.00
+SoilAdditionalFactorLEM=1.00
+SoilPc=0.00E+00
+SoilPOP=0.00
+SoilRheologicalCoefficient=0.00
+SoilXCoorSoilPc=-100.000
+SoilYCoorSoilPc=-100.000
+SoilIsPopCalculated=0
+SoilIsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=0
+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=0.00
+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=0
+SoilUniformCu=0
+SoilDesignPartialCohesion=0.00
+SoilDesignStdCohesion=0.00
+SoilDesignPartialPhi=0.00
+SoilDesignStdPhi=0.00
+SoilDesignPartialStressTable=0.00
+SoilDesignStdStressTable=0.00
+SoilDesignPartialRatioCuPc=0.00
+SoilDesignStdRatioCuPc=0.00
+SoilDesignPartialCu=0.00
+SoilDesignStdCu=0.00
+SoilDesignPartialPOP=0.00
+SoilDesignStdPOP=0.00
+SoilDesignPartialRRatio=0.00
+SoilDesignStdRRatio=0.00
+SoilSoilGroup=0
+SoilStdPOP=0.00
+SoilDistPOP=2
+SoilHorFluctScaleCoh=0.00
+SoilVertFluctScaleCoh=0.00
+SoilNumberOfTestsCoh=0
+SoilVarianceRatioCoh=0.00
+SoilHorFluctScalePhi=0.00
+SoilVertFluctScalePhi=0.00
+SoilNumberOfTestsPhi=0
+SoilVarianceRatioPhi=0.00
+SoilRRatio=0.0000000
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[END OF SOIL COLLECTION]
+
+[GEOMETRY DATA]
+[ACCURACY]
+ 0.0010
+[END OF ACCURACY]
+
+[POINTS]
+ 122 - Number of geometry points -
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+ 2 11.468 -2.400 0.000
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+ 121 0.000 -25.000 0.000
+ 122 57.896 -25.000 0.000
+[END OF POINTS]
+
+[CURVES]
+ 120 - 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
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+ 4 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
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+ 5 - Curve number
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+ 5 8
+ 6 - Curve number
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+ 8 6
+ 7 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 6 7
+ 8 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 3 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
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+ 15 16
+ 16 - Curve number
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+ 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
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+ 19 20
+ 20 - Curve number
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+ 20 21
+ 21 - Curve number
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+ 21 22
+ 22 - Curve number
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+ 22 23
+ 23 - Curve number
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+ 23 24
+ 24 - Curve number
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+ 24 25
+ 25 - Curve number
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+ 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
+ 28 29
+ 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
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+ 31 32
+ 32 - Curve number
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+ 32 33
+ 33 - Curve number
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+ 33 34
+ 34 - Curve number
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+ 34 35
+ 35 - Curve number
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+ 35 36
+ 36 - Curve number
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+ 37 38
+ 38 - Curve number
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+ 38 39
+ 39 - Curve number
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+ 39 40
+ 40 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 40 41
+ 41 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 41 42
+ 42 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 42 43
+ 43 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 43 44
+ 44 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 44 45
+ 45 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 45 46
+ 46 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 46 47
+ 47 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 47 48
+ 48 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 48 49
+ 49 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 49 50
+ 50 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 50 51
+ 51 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 51 52
+ 52 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 52 53
+ 53 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 53 54
+ 54 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 54 55
+ 55 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 55 56
+ 56 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 56 57
+ 57 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 57 58
+ 58 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 58 59
+ 59 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 59 60
+ 60 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 60 61
+ 61 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 61 62
+ 62 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 62 63
+ 63 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 63 64
+ 64 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 64 65
+ 65 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 65 66
+ 66 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 66 67
+ 67 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 67 68
+ 68 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 68 69
+ 69 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 69 70
+ 70 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 70 71
+ 71 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 71 72
+ 72 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 72 73
+ 73 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 73 74
+ 74 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 74 75
+ 75 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 75 76
+ 76 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 76 77
+ 77 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 77 78
+ 78 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 78 79
+ 79 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 79 80
+ 80 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 80 81
+ 81 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 81 82
+ 82 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 82 83
+ 83 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 83 84
+ 84 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 84 85
+ 85 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 85 86
+ 86 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 86 87
+ 87 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 87 88
+ 88 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 88 89
+ 89 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 89 90
+ 90 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 90 91
+ 91 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 91 92
+ 92 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 92 93
+ 93 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 93 94
+ 94 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 94 95
+ 95 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 95 96
+ 96 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 96 97
+ 97 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 97 98
+ 98 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 98 99
+ 99 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 99 100
+ 100 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 100 101
+ 101 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 101 102
+ 102 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 102 103
+ 103 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 103 104
+ 104 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 104 105
+ 105 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 105 106
+ 106 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 106 107
+ 107 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 107 108
+ 108 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 108 109
+ 109 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 109 110
+ 110 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 110 111
+ 111 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 6 69
+ 112 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 8 112
+ 113 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 112 113
+ 114 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 114 115
+ 115 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 115 112
+ 116 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 115 116
+ 117 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 116 117
+ 118 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 118 116
+ 119 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 119 120
+ 120 - Curve number
+ 2 - number of points on curve, next line(s) are pointnumbers
+ 121 122
+[END OF CURVES]
+
+[BOUNDARIES]
+ 9 - Number of boundaries -
+ 0 - Boundary number
+ 1 - number of curves on boundary, next line(s) are curvenumbers
+ 120
+ 1 - Boundary number
+ 1 - number of curves on boundary, next line(s) are curvenumbers
+ 119
+ 2 - Boundary number
+ 2 - number of curves on boundary, next line(s) are curvenumbers
+ 118 117
+ 3 - Boundary number
+ 3 - number of curves on boundary, next line(s) are curvenumbers
+ 114 116 117
+ 4 - Boundary number
+ 3 - number of curves on boundary, next line(s) are curvenumbers
+ 114 115 113
+ 5 - Boundary number
+ 7 - number of curves on boundary, next line(s) are curvenumbers
+ 1 2 3 4 5 112 113
+ 6 - Boundary number
+ 7 - number of curves on boundary, next line(s) are curvenumbers
+ 1 2 3 4 5 6 7
+ 7 - Boundary number
+ 49 - number of curves on boundary, next line(s) are curvenumbers
+ 1 2 3 4 5 6 111 69 70 71
+ 72 73 74 75 76 77 78 79 80 81
+ 82 83 84 85 86 87 88 89 90 91
+ 92 93 94 95 96 97 98 99 100 101
+ 102 103 104 105 106 107 108 109 110
+ 8 - Boundary number
+ 105 - number of curves on boundary, next line(s) are curvenumbers
+ 1 2 8 9 10 11 12 13 14 15
+ 16 17 18 19 20 21 22 23 24 25
+ 26 27 28 29 30 31 32 33 34 35
+ 36 37 38 39 40 41 42 43 44 45
+ 46 47 48 49 50 51 52 53 54 55
+ 56 57 58 59 60 61 62 63 64 65
+ 66 67 68 69 70 71 72 73 74 75
+ 76 77 78 79 80 81 82 83 84 85
+ 86 87 88 89 90 91 92 93 94 95
+ 96 97 98 99 100 101 102 103 104 105
+ 106 107 108 109 110
+[END OF BOUNDARIES]
+
+[USE PROBABILISTIC DEFAULTS BOUNDARIES]
+ 9 - Number of boundaries -
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+ 1
+[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES]
+
+[STDV BOUNDARIES]
+ 9 - Number of boundaries -
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+ 0.00000000000000E+0000
+[END OF STDV BOUNDARIES]
+
+[DISTRIBUTION BOUNDARIES]
+ 9 - Number of boundaries -
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+ 0
+[END OF DISTRIBUTION BOUNDARIES]
+
+[PIEZO LINES]
+ 0 - Number of piezometric level lines -
+[END OF PIEZO LINES]
+
+[PHREATIC LINE]
+ 0 - 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]
+ 8 - Number of layers -
+ 1 - Layer number, next line is material of layer
+ Pleistoceen zand
+ 3 - Piezometric level line at top of layer
+ 3 - 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
+ Pleistoceen zand
+ 3 - Piezometric level line at top of layer
+ 3 - 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_o_veen s_z_h_o_dijk
+ 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_o_veen s_z_h_n_dijk
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 4 - Boundarynumber at top of layer
+ 3 - Boundarynumber at bottom of layer
+ 5 - Layer number, next line is material of layer
+ Hollandveen_o_dijk - DM
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 5 - Boundarynumber at top of layer
+ 4 - Boundarynumber at bottom of layer
+ 6 - Layer number, next line is material of layer
+ Hollandveen_n_dijk
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 6 - Boundarynumber at top of layer
+ 5 - Boundarynumber at bottom of layer
+ 7 - Layer number, next line is material of layer
+ Klei_bovenveen s_z_h
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 7 - Boundarynumber at top of layer
+ 6 - Boundarynumber at bottom of layer
+ 8 - Layer number, next line is material of layer
+ Klei_dijkmateriaal z_s
+ 1 - Piezometric level line at top of layer
+ 1 - Piezometric level line at bottom of layer
+ 8 - Boundarynumber at top of layer
+ 7 - Boundarynumber at bottom of layer
+[END OF LAYERS]
+
+[LAYERLOADS]
+ - Layers which are loads -
+
+[END OF LAYERLOADS]
+
+[END OF GEOMETRY DATA]
+[RUN IDENTIFICATION TITLES]
+
+
+
+[END OF RUN IDENTIFICATION TITLES]
+[MODEL]
+ 4 : Uplift Van
+ 1 : C phi
+ 0 : Probabilistic off
+ 1 : Mean
+ 0 : Geotextiles off
+ 0 : Nails off
+ 0 : Zone plot off
+ 0 : Local measurements
+[END OF MODEL]
+[MSEEPNET]
+ Use potential file
+ 0 : Do not use water net of MSeep file
+ 0 : Do not make negative pressures 0
+[END OF MSEEPNET]
+[UNIT WEIGHT WATER]
+ 9.81 : Unit weight water
+[END OF UNIT WEIGHT WATER]
+[DEGREE OF CONSOLIDATION]
+ 8 Number of layers
+ 8 100
+ 7 100 100
+ 6 100 100 100
+ 5 100 100 100 100
+ 4 100 100 100 100 100
+ 3 100 100 100 100 100 100
+ 2 100 100 100 100 100 100 100
+ 1 100 100 100 100 100 100 100 100
+ 0 capillary water not included
+[END OF DEGREE OF CONSOLIDATION]
+[DEGREE TEMPORARY LOADS]
+ 100 0 0 0 0 0 0 0
+ 0 capillary water not included
+[END OF DEGREE TEMPORARY LOADS]
+[DEGREE EARTH QUAKE]
+ 100 100 100 100 100 100 100 100
+[END OF DEGREE EARTH QUAKE]
+[CIRCLES]
+ 0.000 0.000 1 X-direction
+ 0.000 0.000 1 Y-direction
+ 0.000 0.000 0 Tangent lines
+ 0.000 0.000 0 no fixed point used
+[END OF CIRCLES]
+[SPENCER SLIP DATA]
+ 0 Number of points
+[END OF SPENCER SLIP DATA]
+[SPENCER SLIP DATA 2]
+ 0 Number of points
+[END OF SPENCER SLIP DATA 2]
+[SPENCER SLIP INTERVAL]
+ 2 : Slip spencer interval
+[END OF SPENCER SLIP INTERVAL]
+[LINE LOADS]
+ 0 = number of items
+[END OF LINE LOADS]
+[UNIFORM LOADS]
+ 1 = number of items
+Verkeersbelasting
+ 13.00 = magnitude
+ 19.39 21.90 = xstart and xend
+ 0.00 = distribution angle
+ 2 = temporary load
+[END OF UNIFORM LOADS]
+[TREE ON SLOPE]
+0.00 = WindForce
+0.00 = XCoordinate
+0.00 = YCoordinate
+10.00 = width of root zone
+0.0 = AngleOfDistribution
+[END OF TREE ON SLOPE]
+[EARTH QUAKE]
+ 0.000 = horizontal acceleration
+ 0.000 = vertical acceleration
+ 0.000 = free water moment factor
+[END OF EARTH QUAKE]
+[SIGMA-TAU CURVES]
+ 8 = number of items
+[STRESS CURVE]
+Klei_wadz_gelaagd_od
+2
+[POINT]
+SoilStressTableSigma=0.00
+SoilStressTableTau=0.80
+SoilStressTableTauCharacteristic=0.00
+SoilStressTableTauMean=0.00
+[END OF POINT]
+[POINT]
+SoilStressTableSigma=200.00
+SoilStressTableTau=91.10
+SoilStressTableTauCharacteristic=0.00
+SoilStressTableTauMean=0.00
+[END OF POINT]
+SoilStressTableNumberOfTests=0
+[END OF STRESS CURVE]
+[STRESS CURVE]
+Hveen_n_dijk
+3
+[POINT]
+SoilStressTableSigma=0.00
+SoilStressTableTau=2.10
+SoilStressTableTauCharacteristic=0.00
+SoilStressTableTauMean=0.00
+[END OF POINT]
+[POINT]
+SoilStressTableSigma=5.10
+SoilStressTableTau=2.10
+SoilStressTableTauCharacteristic=0.00
+SoilStressTableTauMean=0.00
+[END OF POINT]
+[POINT]
+SoilStressTableSigma=200.00
+SoilStressTableTau=81.70
+SoilStressTableTauCharacteristic=0.00
+SoilStressTableTauMean=0.00
+[END OF POINT]
+SoilStressTableNumberOfTests=0
+[END OF STRESS CURVE]
+[STRESS CURVE]
+Hveen_NZ
+3
+[POINT]
+SoilStressTableSigma=0.00
+SoilStressTableTau=4.20
+SoilStressTableTauCharacteristic=0.00
+SoilStressTableTauMean=0.00
+[END OF POINT]
+[POINT]
+SoilStressTableSigma=8.40
+SoilStressTableTau=4.20
+SoilStressTableTauCharacteristic=0.00
+SoilStressTableTauMean=0.00
+[END OF POINT]
+[POINT]
+SoilStressTableSigma=200.00
+SoilStressTableTau=99.10
+SoilStressTableTauCharacteristic=0.00
+SoilStressTableTauMean=0.00
+[END OF POINT]
+SoilStressTableNumberOfTests=0
+[END OF STRESS CURVE]
+[STRESS CURVE]
+Klei_o_veen_szho_dijk
+3
+[POINT]
+SoilStressTableSigma=0.00
+SoilStressTableTau=4.20
+SoilStressTableTauCharacteristic=0.00
+SoilStressTableTauMean=0.00
+[END OF POINT]
+[POINT]
+SoilStressTableSigma=3.20
+SoilStressTableTau=4.20
+SoilStressTableTauCharacteristic=0.00
+SoilStressTableTauMean=0.00
+[END OF POINT]
+[POINT]
+SoilStressTableSigma=200.00
+SoilStressTableTau=109.70
+SoilStressTableTauCharacteristic=0.00
+SoilStressTableTauMean=0.00
+[END OF POINT]
+SoilStressTableNumberOfTests=0
+[END OF STRESS CURVE]
+[STRESS CURVE]
+Klei_o_veen_szhn_dijk
+3
+[POINT]
+SoilStressTableSigma=0.00
+SoilStressTableTau=4.20
+SoilStressTableTauCharacteristic=0.00
+SoilStressTableTauMean=0.00
+[END OF POINT]
+[POINT]
+SoilStressTableSigma=4.90
+SoilStressTableTau=4.20
+SoilStressTableTauCharacteristic=0.00
+SoilStressTableTauMean=0.00
+[END OF POINT]
+[POINT]
+SoilStressTableSigma=200.00
+SoilStressTableTau=100.20
+SoilStressTableTauCharacteristic=0.00
+SoilStressTableTauMean=0.00
+[END OF POINT]
+SoilStressTableNumberOfTests=0
+[END OF STRESS CURVE]
+[STRESS CURVE]
+Klei_dijkm_h
+2
+[POINT]
+SoilStressTableSigma=0.00
+SoilStressTableTau=0.90
+SoilStressTableTauCharacteristic=0.00
+SoilStressTableTauMean=0.00
+[END OF POINT]
+[POINT]
+SoilStressTableSigma=200.00
+SoilStressTableTau=104.00
+SoilStressTableTauCharacteristic=0.00
+SoilStressTableTauMean=0.00
+[END OF POINT]
+SoilStressTableNumberOfTests=0
+[END OF STRESS CURVE]
+[STRESS CURVE]
+Klei_dijkm_z_s
+3
+[POINT]
+SoilStressTableSigma=0.00
+SoilStressTableTau=4.20
+SoilStressTableTauCharacteristic=0.00
+SoilStressTableTauMean=0.00
+[END OF POINT]
+[POINT]
+SoilStressTableSigma=6.10
+SoilStressTableTau=4.20
+SoilStressTableTauCharacteristic=0.00
+SoilStressTableTauMean=0.00
+[END OF POINT]
+[POINT]
+SoilStressTableSigma=200.00
+SoilStressTableTau=137.40
+SoilStressTableTauCharacteristic=0.00
+SoilStressTableTauMean=0.00
+[END OF POINT]
+SoilStressTableNumberOfTests=0
+[END OF STRESS CURVE]
+[STRESS CURVE]
+Klei_b_veen_szh
+3
+[POINT]
+SoilStressTableSigma=0.00
+SoilStressTableTau=4.20
+SoilStressTableTauCharacteristic=0.00
+SoilStressTableTauMean=0.00
+[END OF POINT]
+[POINT]
+SoilStressTableSigma=6.50
+SoilStressTableTau=4.20
+SoilStressTableTauCharacteristic=0.00
+SoilStressTableTauMean=0.00
+[END OF POINT]
+[POINT]
+SoilStressTableSigma=200.00
+SoilStressTableTau=128.70
+SoilStressTableTauCharacteristic=0.00
+SoilStressTableTauMean=0.00
+[END OF POINT]
+SoilStressTableNumberOfTests=0
+[END OF STRESS CURVE]
+[END OF SIGMA-TAU CURVES]
+[BOND STRESS DIAGRAMS]
+ 0 = number of items
+[END OF BOND STRESS DIAGRAMS]
+[MEASURED YIELD STRESSES]
+[YIELD STRESSES]
+ 0 = number of items
+[END OF YIELD STRESSES]
+[END OF MEASURED YIELD STRESSES]
+[MINIMAL REQUIRED CIRCLE DEPTH]
+ 0.00 [m]
+[END OF MINIMAL REQUIRED CIRCLE DEPTH]
+[SLIP CIRCLE SELECTION]
+IsMinXEntryUsed=0
+IsMaxXEntryUsed=0
+XEntryMin=0.00
+XEntryMax=0.00
+[END OF SLIP CIRCLE SELECTION]
+[START VALUE SAFETY FACTOR]
+ 1.000 [-]
+[END OF START VALUE SAFETY FACTOR]
+[REFERENCE LEVEL SU]
+ 16.000 Excavation gamma above freatic level
+ 18.000 Excavation gamma below freatic level
+ 0 number of points
+[END OF REFERENCE LEVEL SU]
+
+[LIFT SLIP DATA]
+ 22.520 42.520 11 X-direction Left
+ 1.597 14.390 7 Y-direction Left
+ 41.645 51.645 6 X-direction Right
+ -1.000 2.000 3 Y-direction Right
+ 0.000 0.000 1 Y-direction tangent lines
+ 1 Automatic grid calculation (1)
+[MULTIPLE LIFT TANGENTS]
+ 4 Number of tangentlines
+ -15.000
+ -7.500
+ -5.500
+ -4.000
+[END OF MULTIPLE LIFT TANGENTS]
+[END OF LIFT SLIP DATA]
+[EXTERNAL WATER LEVELS]
+ 0 = No water data used
+ 0.00 = Design level
+ 0.30 = Decimate height
+ 1 norm = 1/10000
+ 1 = number of items
+Water data (1)
+ 1 = Phreatic line
+ 0.00 = Level
+ Piezo lines
+ 8 - Number of layers
+ 3 3 = Pl-top and pl-bottom
+ 3 3 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+ 1 1 = Pl-top and pl-bottom
+[END OF EXTERNAL WATER LEVELS]
+[MODEL FACTOR]
+ 1.00 = Limit value stability factor
+ 0.08 = Standard deviation for limit value stability factor
+ 0.00 = Reference standard deviation for degree of consolidation
+ 100.00 = Length of the section
+ 0 = Use contribution of end section
+ 0.00 = Lateral stress ratio
+ 0.25 = Coefficient of variation contribution edge of section
+[END OF MODEL FACTOR]
+[CALCULATION OPTIONS]
+MoveCalculationGrid=1
+ProbCalculationType=2
+SearchMethod=0
+[END OF CALCULATION OPTIONS]
+[PROBABILISTIC DEFAULTS]
+CohesionVariationTotal=0.25
+CohesionDesignPartial=1.25
+CohesionDesignStdDev=-1.65
+CohesionDistribution=3
+PhiVariationTotal=0.15
+PhiDesignPartial=1.10
+PhiDesignStdDev=-1.65
+PhiDistribution=3
+StressTableVariationTotal=0.20
+StressTableDesignPartial=1.15
+StressTableDesignStdDev=-1.65
+StressTableDistribution=3
+RatioCuPcVariationTotal=0.25
+RatioCuPcDesignPartial=1.15
+RatioCuPcDesignStdDev=-1.65
+RatioCuPcDistribution=3
+CuVariationTotal=0.25
+CuDesignPartial=1.15
+CuDesignStdDev=-1.65
+CuDistribution=3
+POPVariationTotal=0.10
+POPDesignPartial=1.10
+POPDesignStdDev=-1.65
+POPDistribution=3
+CompressionRatioVariationTotal=0.25
+CompressionRatioDesignPartial=1.00
+CompressionRatioDesignStdDev=0.00
+CompressionRatioDistribution=3
+ConsolidationCoefTotalStdDev=20.00
+ConsolidationCoefDesignPartial=1.00
+ConsolidationCoefDesignStdDev=1.65
+ConsolidationCoefDistribution=2
+HydraulicPressureTotalStdDev=0.50
+HydraulicPressureDesignPartial=1.00
+HydraulicPressureDesignStdDev=1.65
+HydraulicPressureDistribution=3
+LimitValueBishopMean=1.00
+LimitValueBishopStdDev=0.08
+LimitValueBishopDistribution=3
+LimitValueVanMean=0.95
+LimitValueVanStdDev=0.08
+LimitValueVanDistribution=3
+[END OF PROBABILISTIC DEFAULTS]
+[NEWZONE PLOT DATA]
+ 0.00 = Diketable Height [m]
+ 0.00 = Width top rest profile [m]
+ 0.00 = X co-ordinate indicating start of zone [m]
+ 65.38 = Boundary of M.H.W influence at X [m]
+ 1.10 = Boundary of M.H.W influence at Y [m]
+ 0.00 = Required safety in zone 1a
+ 0.00 = Required safety in zone 1b
+ 0.00 = Required safety in zone 2a
+ 0.00 = Required safety in zone 2b
+ 0.01 = Left side minimum road [m]
+ 0.01 = Right side minimum road [m]
+ 0.90 = Required safety in zone 3a
+ 0.90 = Required safety in zone 3b
+ 1 Stability calculation at right side
+ 0.50 = Remolding reduction factor
+ 0.80 = Schematization reduction factor
+ 1 Overtopping condition less or equal 0.1 l/m/s
+[END OF NEWZONE PLOT DATA]
+[HORIZONTAL BALANCE]
+HorizontalBalanceXLeft=0.000
+HorizontalBalanceXRight=0.000
+HorizontalBalanceYTop=0.00
+HorizontalBalanceYBottom=0.00
+HorizontalBalanceNYInterval=1
+[END OF HORIZONTAL BALANCE]
+[REQUESTED CIRCLE SLICES]
+ 30 = number of slices
+[END OF REQUESTED CIRCLE SLICES]
+[REQUESTED LIFT SLICES]
+ 50 = number of slices
+[END OF REQUESTED LIFT SLICES]
+[REQUESTED SPENCER SLICES]
+ 50 = number of slices
+[END OF REQUESTED SPENCER SLICES]
+[SOIL RESISTANCE]
+SoilResistanceDowelAction=1
+SoilResistancePullOut=1
+[END OF SOIL RESISTANCE]
+[GENETIC ALGORITHM OPTIONS BISHOP]
+PopulationCount=50
+GenerationCount=50
+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=50
+GenerationCount=50
+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/DamLive/trunk/data/HHNK Purmer/Sensordata.xls
===================================================================
diff -u
Binary files differ
Index: DamClients/DamLive/trunk/data/HHNK Purmer/live.InputTimeSeries.xml
===================================================================
diff -u
--- DamClients/DamLive/trunk/data/HHNK Purmer/live.InputTimeSeries.xml (revision 0)
+++ DamClients/DamLive/trunk/data/HHNK Purmer/live.InputTimeSeries.xml (revision 5381)
@@ -0,0 +1,200 @@
+
+
+ 0.0
+
+
+ instantaneous
+ MPN-AS-1743
+ H.meting
+
+
+
+ -999.0
+ Purmer Stedelijk Uitstroompeil
+ m
+
+
+
+
+
+ instantaneous
+ MPN-AS-27
+ H.meting
+
+
+
+ -999.0
+ Purmer Zuid Uitstroompeil
+ m
+
+
+
+
+
+ instantaneous
+ RFT_R52_0110_45m_BuKr
+ H.meting
+
+
+
+ -999.0
+ Raai 3D Zuid Buitenkruin
+ m
+
+
+
+
+
+ instantaneous
+ RFT_R52_0110_45m_BiKr
+ H.meting
+
+
+
+ -999.0
+ Raai 3D Zuid Binnenkruin
+ m
+
+
+
+
+
+ instantaneous
+ RFT_R52_0110_45m_InstBrm
+ H.meting
+
+
+
+ -999.0
+ Raai 3D Zuid Insteek berm
+ m
+
+
+
+
+
+ instantaneous
+ RFT_R52_0042_05m_BuKr
+ H.meting
+
+
+
+ -999.0
+ Raai 3D Noord Buitenkruin
+ m
+
+
+
+
+
+ instantaneous
+ RFT_R52_0042_05m_BiKr
+ H.meting
+
+
+
+ -999.0
+ Raai 3D Noord Binnenkruin
+ m
+
+
+
+
+
+ instantaneous
+ RFT_R52_0042_05m_InstBrm
+ H.meting
+
+
+
+ -999.0
+ Raai 3D Noord Insteek berm
+ m
+
+
+
+
+
+ instantaneous
+ RFT_R52_0042_05m_BiT
+ H.meting
+
+
+
+ -999.0
+ Raai 3D Noord Binnenteen
+ m
+
+
+
+
+
+ instantaneous
+ RFT_R52_0110_45m_BiT
+ H.meting
+
+
+
+ -999.0
+ Raai 3D Zuid Binnenteen
+ m
+
+
+
+
+
+ instantaneous
+ PB07718
+ H.meting
+
+
+
+ -999.0
+ PB5_1602178_PeilbuisF-831
+ m
+
+
+
+
+
+ instantaneous
+ PB01786
+ H.meting
+
+
+
+ -999.0
+ PB_003_140250_BITA_F-842
+ m
+
+
+
+
+
+ instantaneous
+ PB07718_BuT
+ H.meting
+
+
+
+ -999.0
+ PB5_1602178_PeilbuisF-831
+ m
+
+
+
+
+
+ instantaneous
+ PB01786_BuT
+ H.meting
+
+
+
+ -999.0
+ PB_003_140250_BITA_F-842
+ m
+
+
+
+
\ No newline at end of file
Index: DamClients/DamLive/trunk/data/HHNK Purmer/DAMLive.defx
===================================================================
diff -u
--- DamClients/DamLive/trunk/data/HHNK Purmer/DAMLive.defx (revision 0)
+++ DamClients/DamLive/trunk/data/HHNK Purmer/DAMLive.defx (revision 5381)
@@ -0,0 +1,9 @@
+
+
+
+
+
+
+
+
+
\ No newline at end of file