Index: dam failuremechanisms/damMacroStability/trunk/src/Tests/Files/RunFolder/zuivering Gendt 2.sti
===================================================================
diff -u
--- dam failuremechanisms/damMacroStability/trunk/src/Tests/Files/RunFolder/zuivering Gendt 2.sti	(revision 0)
+++ dam failuremechanisms/damMacroStability/trunk/src/Tests/Files/RunFolder/zuivering Gendt 2.sti	(revision 433)
@@ -0,0 +1,768 @@
+Input file for D-Geo Stability : Stability of earth slopes.
+==============================================================================
+COMPANY    : Stichting Deltares 
+LICENSE    : Unknown
+DATE       : 16-Jul-14
+TIME       : 18:12:21
+FILENAME   : C:\src\delftgeosystems\branches\DAM 14.1\data\Dam\MStabFiles\zuivering Gendt.sti
+CREATED BY : D-Geo Stability version 14.1.1.3
+==========================    BEGINNING OF DATA     ==========================
+[VERSION]
+Soil=1001
+Geometry=1000
+StressCurve=1000
+BondStressDiagram=1000
+D-Geo Stability=1004
+[END OF VERSION]
+
+[SOIL COLLECTION]
+    3 = number of items
+[SOIL]
+zand
+SoilColor=9764853
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=19.50
+SoilGamWet=19.50
+SoilRestSlope=0
+SoilCohesion=0.00
+SoilPhi=30.00
+SoilDilatancy=30.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=0
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilPc=0.00E+00
+StrengthIncreaseExponent=0.70
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+xCoorSoilPc=-100.000
+yCoorSoilPc=-100.000
+IsPopCalculated=0
+IsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=0
+SoilStdCohesion=0.00
+SoilStdPhi=3.57
+SoilStdRatioCuPc=0.06
+SoilStdRatioCuPcPassive=0.06
+SoilStdRatioCuPcActive=0.06
+SoilStdCu=0.00
+SoilStdCuTop=0.00
+SoilStdCuGradient=0.00
+SoilStdPn=1.50
+SoilDistCohesion=3
+SoilDistPhi=3
+SoilDistStressTable=3
+SoilDistRatioCuPc=3
+SoilDistRatioCuPcPassive=3
+SoilDistRatioCuPcActive=3
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+SoilDistPn=3
+SoilCorrelationCPhi=0.00
+SoilRatioCuPcPassive=0.22
+SoilRatioCuPcActive=0.22
+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=1.00
+SoilDistPOP=3
+SoilHorFluctScaleCoh=50.00
+SoilVertFluctScaleCoh=0.25
+SoilNumberOfTestsCoh=1
+SoilVarianceRatioCoh=0.75
+SoilHorFluctScalePhi=50.00
+SoilVertFluctScalePhi=0.25
+SoilNumberOfTestsPhi=1
+SoilVarianceRatioPhi=0.75
+SoilRRatio=1.0000000
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[SOIL]
+klei
+SoilColor=5953498
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=14.50
+SoilGamWet=14.50
+SoilRestSlope=0
+SoilCohesion=2.00
+SoilPhi=18.00
+SoilDilatancy=21.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=0
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilPc=0.00E+00
+StrengthIncreaseExponent=0.70
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+xCoorSoilPc=-100.000
+yCoorSoilPc=-100.000
+IsPopCalculated=0
+IsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=0
+SoilStdCohesion=1.00
+SoilStdPhi=2.67
+SoilStdRatioCuPc=0.06
+SoilStdRatioCuPcPassive=0.06
+SoilStdRatioCuPcActive=0.06
+SoilStdCu=0.00
+SoilStdCuTop=0.00
+SoilStdCuGradient=0.00
+SoilStdPn=2.50
+SoilDistCohesion=3
+SoilDistPhi=3
+SoilDistStressTable=3
+SoilDistRatioCuPc=3
+SoilDistRatioCuPcPassive=3
+SoilDistRatioCuPcActive=3
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+SoilDistPn=3
+SoilCorrelationCPhi=0.00
+SoilRatioCuPcPassive=0.22
+SoilRatioCuPcActive=0.22
+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=1.00
+SoilDistPOP=3
+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]
+nw dijks
+SoilColor=9094655
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=16.50
+SoilGamWet=16.50
+SoilRestSlope=0
+SoilCohesion=0.00
+SoilPhi=22.50
+SoilDilatancy=27.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=0
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilPc=0.00E+00
+StrengthIncreaseExponent=0.70
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+xCoorSoilPc=-100.000
+yCoorSoilPc=-100.000
+IsPopCalculated=0
+IsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=0
+SoilStdCohesion=0.00
+SoilStdPhi=4.00
+SoilStdRatioCuPc=0.06
+SoilStdRatioCuPcPassive=0.06
+SoilStdRatioCuPcActive=0.06
+SoilStdCu=0.00
+SoilStdCuTop=0.00
+SoilStdCuGradient=0.00
+SoilStdPn=1.50
+SoilDistCohesion=3
+SoilDistPhi=3
+SoilDistStressTable=3
+SoilDistRatioCuPc=3
+SoilDistRatioCuPcPassive=3
+SoilDistRatioCuPcActive=3
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+SoilDistPn=3
+SoilCorrelationCPhi=0.00
+SoilRatioCuPcPassive=0.22
+SoilRatioCuPcActive=0.22
+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=1.00
+SoilDistPOP=3
+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]
+     33  - Number of geometry points -
+       1       -150.000          8.700          0.000
+       2        -88.668          8.700          0.000
+       3        -30.272          9.500          0.000
+       4        -25.000         10.450          0.000
+       5        -14.000         12.000          0.000
+       6          2.000         17.300          0.000
+       7          8.500         17.300          0.000
+       8         19.500         12.300          0.000
+       9         29.000         11.500          0.000
+      10         33.800         11.300          0.000
+      11         37.000          9.700          0.000
+      12         40.000          9.700          0.000
+      13         42.600         11.000          0.000
+      14         53.258         10.750          0.000
+      15         70.000         10.750          0.000
+      16        -14.187         10.000          0.000
+      17          4.000         11.000          0.000
+      18          8.500         11.000          0.000
+      19       -150.000          5.900          0.000
+      20         70.000          5.900          0.000
+      21       -150.000        -10.000          0.000
+      22         70.000        -10.000          0.000
+      23       -150.000          6.500          0.000
+      24        -14.000          6.500          0.000
+      25          2.000         14.000          0.000
+      26         10.500         14.000          0.000
+      27         19.500         11.300          0.000
+      28         34.000         10.000          0.000
+      29         70.000         10.000          0.000
+      30        -30.293          6.500          0.000
+      31         20.000          7.600          0.000
+      32         37.000          8.300          0.000
+      33         70.000          8.300          0.000
+[END OF POINTS]
+
+[CURVES]
+  30 - Number of curves -
+     1 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+         1     2
+     2 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+         2     3
+     3 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+         3     4
+     4 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+         4     5
+     5 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+         5     6
+     6 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+         6     7
+     7 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+         7     8
+     8 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+         8     9
+     9 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+         9    10
+    10 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        10    11
+    11 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        11    12
+    12 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        12    13
+    13 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        13    14
+    14 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        14    15
+    15 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+         3    16
+    16 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        16    17
+    17 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        17    18
+    18 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        18     8
+    19 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        19    20
+    20 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        21    22
+    21 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        23    24
+    22 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        24    25
+    23 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        25    26
+    24 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        26    27
+    25 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        27    28
+    26 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        28    29
+    27 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        23    30
+    28 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        30    31
+    29 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        31    32
+    30 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        32    33
+[END OF CURVES]
+
+[BOUNDARIES]
+   4 - Number of boundaries -
+     0 - Boundary number
+       1 - number of curves on boundary, next line(s) are curvenumbers
+        20
+     1 - Boundary number
+       1 - number of curves on boundary, next line(s) are curvenumbers
+        19
+     2 - Boundary number
+      13 - number of curves on boundary, next line(s) are curvenumbers
+         1     2    15    16    17    18     8     9    10    11
+        12    13    14
+     3 - Boundary number
+      14 - number of curves on boundary, next line(s) are curvenumbers
+         1     2     3     4     5     6     7     8     9    10
+        11    12    13    14
+[END OF BOUNDARIES]
+
+[USE PROBABILISTIC DEFAULTS BOUNDARIES]
+   4 - Number of boundaries -
+  1
+  1
+  1
+  1
+[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES]
+
+[STDV BOUNDARIES]
+   4 - Number of boundaries -
+   0.00000000000000E+0000
+   0.00000000000000E+0000
+   0.00000000000000E+0000
+   0.00000000000000E+0000
+[END OF STDV BOUNDARIES]
+
+[DISTRIBUTION BOUNDARIES]
+   4 - Number of boundaries -
+  0
+  0
+  0
+  0
+[END OF DISTRIBUTION BOUNDARIES]
+
+[PIEZO LINES]
+   2 - Number of piezometric level lines -
+     1 - PlLine number
+       6 - number of curves on PlLine,  next line(s) are curvenumbers
+        21    22    23    24    25    26
+     2 - PlLine number
+       4 - number of curves on PlLine,  next line(s) are curvenumbers
+        27    28    29    30
+[END OF PIEZO LINES]
+
+[PHREATIC LINE]
+   1 - Number of the piezometric level line acting as phreatic line -
+[END OF PHREATIC LINE]
+
+[WORLD CO-ORDINATES]
+          0.000 - X world 1 -
+          0.000 - Y world 1 -
+          0.000 - X world 2 -
+          0.000 - Y world 2 -
+[END OF WORLD CO-ORDINATES]
+
+[LAYERS]
+   3 - Number of layers -
+     1 - Layer number, next line is material of layer
+       zand
+       2 - Piezometric level line at top of layer
+       2 - Piezometric level line at bottom of layer
+       1 - Boundarynumber at top of layer
+       0 - Boundarynumber at bottom of layer
+     2 - Layer number, next line is material of layer
+       klei
+      99 - Piezometric level line at top of layer
+      99 - Piezometric level line at bottom of layer
+       2 - Boundarynumber at top of layer
+       1 - Boundarynumber at bottom of layer
+     3 - Layer number, next line is material of layer
+       nw dijks
+       1 - Piezometric level line at top of layer
+      99 - Piezometric level line at bottom of layer
+       3 - Boundarynumber at top of layer
+       2 - Boundarynumber at bottom of layer
+[END OF LAYERS]
+
+[LAYERLOADS]
+ - Layers which are loads -
+
+[END OF LAYERLOADS]
+
+[END OF GEOMETRY DATA]
+[RUN IDENTIFICATION TITLES]
+dijkvak Ophemert, Hm 63 - 64 
+profiel aan de norm                     
+
+[MODEL]
+  1 : Bishop
+  1 : C phi
+  0 : Probabilistic off
+  1 : Mean
+  1 : Geotextiles on
+  1 : Nails on
+  0 : Zone plot off
+  0 : Local measurements
+[END OF MODEL]
+[MSEEPNET]
+ Use potential file 
+  0 : Do not use water net of MSeep file
+  0 : Do not make negative pressures 0
+[FORBIDDEN LINES]
+  1  - Forbidden lines
+      1
+      8.50     17.30    - X1 Y1 
+     19.50     12.30    - X2 Y2
+[UNIT WEIGHT WATER]
+     9.81 : Unit weight water
+[DEGREE OF CONSOLIDATION]
+   3 Number of layers 
+     3      100
+     2      100 100
+     1      100 100 100
+  0    capillary water not included
+[degree Temporary loads]
+           100   0   0 
+  0    capillary water not included
+[degree Free water(Cu)]
+           100 100 100 
+[degree earth quake]
+           100 100 100 
+[CIRCLES]
+       21.556           32.691      11    X-direction
+       15.092           28.850      11    Y-direction
+       11.064            5.064       7    Tangent lines
+        0.000            0.000       0    no fixed point used 
+[SPENCER SLIP DATA]
+            0    Number of points
+[SPENCER SLIP DATA 2]
+            0    Number of points
+[SPENCER SLIP INTERVAL]
+  2 : Slip spencer interval
+[LINE LOADS]
+  0    =  number of items
+[UNIFORM LOADS ]
+  1     = number of items
+verkeer
+  13.00 = magnitude 
+   6.00       8.50 = xstart and xend 
+   0.00 = distribution angle 
+      1 = permanent load 
+[TREE ON SLOPE]
+0.00 = WindForce
+0.00 = XCoordinate
+0.00 = YCoordinate
+10.00 = width of root zone
+0.0 = AngleOfDistribution
+[END OF TREE ON SLOPE]
+[EARTH QUAKE]
+     0.000 = horizontal acceleration 
+     0.000 = vertical acceleration 
+     0.000 = free water moment factor 
+[SIGMA-TAU CURVES]
+    0 = number of items
+[END OF SIGMA-TAU CURVES]
+[BOND STRESS DIAGRAMS]
+    0 = number of items
+[END OF BOND STRESS DIAGRAMS]
+[MINIMAL REQUIRED CIRCLE DEPTH]
+      5.00     [m]
+[Slip Circle Selection]
+IsMinXEntryUsed=0
+IsMaxXEntryUsed=0
+XEntryMin=0.00
+XEntryMax=0.00
+[End of Slip Circle Selection]
+[START VALUE SAFETY FACTOR]
+     1.000     [-]
+[REFERENCE LEVEL CU]
+           6
+[LIFT SLIP DATA]
+       23.196           33.196       6    X-direction Left
+       16.802           26.802       6    Y-direction Left
+       47.043           51.227       3    X-direction Right
+       12.840           16.288       3    Y-direction Right
+        7.900            7.900       1    Y-direction tangent lines
+            0                             Automatic grid calculation (1)
+[EXTERNAL WATER LEVELS]
+     0      = No water data used 
+  0.00      = Design level 
+  0.30      = Decimate height 
+    1     norm = 1/10000 
+    1 = number of items
+Water data (1)
+     1 = Phreatic line  
+  0.00 = Level 
+ Piezo lines 
+   3 - Number of layers 
+       3         3 = Pl-top and pl-bottom 
+       2         3 = Pl-top and pl-bottom 
+      99         2 = Pl-top and pl-bottom 
+[MODEL FACTOR]
+            1.00 = Limit value stability factor
+            0.08 = Standard deviation for limit value stability factor
+            0.00 = Reference standard deviation for degree of consolidation
+          100.00 = Length of the section
+    0 = Use contribution of end section
+            0.00 = Lateral stress ratio
+            0.25 = Coefficient of variation contribution edge of section
+[CALCULATION OPTIONS]
+MoveCalculationGrid=1
+ProbCalculationType=2
+SearchMethod=0
+[END OF CALCULATION OPTIONS]
+[PROBABILISTIC DEFAULTS]
+CohesionVariationTotal=0.25
+CohesionDesignPartial=1.25
+CohesionDesignStdDev=-1.65
+CohesionDistribution=3
+PhiVariationTotal=0.15
+PhiDesignPartial=1.10
+PhiDesignStdDev=-1.65
+PhiDistribution=3
+StressTableVariationTotal=0.20
+StressTableDesignPartial=1.15
+StressTableDesignStdDev=-1.65
+StressTableDistribution=3
+RatioCuPcVariationTotal=0.25
+RatioCuPcDesignPartial=1.15
+RatioCuPcDesignStdDev=-1.65
+RatioCuPcDistribution=3
+CuVariationTotal=0.25
+CuDesignPartial=1.15
+CuDesignStdDev=-1.65
+CuDistribution=3
+POPVariationTotal=0.10
+POPDesignPartial=1.10
+POPDesignStdDev=-1.65
+POPDistribution=3
+CompressionRatioVariationTotal=0.25
+CompressionRatioDesignPartial=1.00
+CompressionRatioDesignStdDev=0.00
+CompressionRatioDistribution=3
+ConsolidationCoefTotalStdDev=0.20
+ConsolidationCoefDesignPartial=1.00
+ConsolidationCoefDesignStdDev=1.65
+ConsolidationCoefDistribution=2
+HydraulicPressureTotalStdDev=0.50
+HydraulicPressureDesignPartial=1.00
+HydraulicPressureDesignStdDev=1.65
+HydraulicPressureDistribution=3
+LimitValueBishopMean=1.00
+LimitValueBishopStdDev=0.08
+LimitValueBishopDistribution=3
+LimitValueVanMean=0.95
+LimitValueVanStdDev=0.08
+LimitValueVanDistribution=3
+[END OF PROBABILISTIC DEFAULTS]
+[NEWZONE PLOT DATA]
+        0.00 = Diketable Height [m]
+        3.00 = Width top rest profile [m]
+        0.00 = X co-ordinate indicating start of zone [m]
+        0.00 = Boundary of M.H.W influence at X [m]
+        0.00 = Boundary of M.H.W influence at Y [m]
+        1.19 = Required safety in zone 1a
+        1.11 = Required safety in zone 1b
+        1.00 = Required safety in zone 2a
+        1.00 = Required safety in zone 2b
+        0.00 = Left side minimum road [m]
+        0.00 = Right side minimum road [m]
+        0.90 = Required safety in zone 3a
+        0.90 = Required safety in zone 3b
+   1    Stability calculation at right side
+        0.50 = Remolding reduction factor
+        0.80 = Schematization reduction factor
+   1    Overtopping condition less or equal 0.1 l/m/s
+[HORIZONTAL BALANCE]
+HorizontalBalanceXLeft=0.000
+HorizontalBalanceXRight=0.000
+HorizontalBalanceYTop=0.00
+HorizontalBalanceYBottom=0.00
+HorizontalBalanceNYInterval=1
+[END OF HORIZONTAL BALANCE]
+[REQUESTED CIRCLE SLICES]
+ 30     = number of slices
+[REQUESTED LIFT SLICES]
+ 50     = number of slices
+[REQUESTED SPENCER SLICES]
+ 50     = number of slices
+[SOIL RESISTANCE]
+SoilResistanceDowelAction=1
+SoilResistancePullOut=1
+[END OF SOIL RESISTANCE]
+[GENETIC ALGORITHM OPTIONS BISHOP]
+PopulationCount=30
+GenerationCount=30
+EliteCount=2
+MutationRate=0.200
+CrossOverScatterFraction=1.000
+CrossOverSinglePointFraction=0.000
+CrossOverDoublePointFraction=0.000
+MutationJumpFraction=1.000
+MutationCreepFraction=0.000
+MutationInverseFraction=0.000
+MutationCreepReduction=0.050
+[END OF GENETIC ALGORITHM OPTIONS BISHOP]
+[GENETIC ALGORITHM OPTIONS LIFTVAN]
+PopulationCount=30
+GenerationCount=60
+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 LIFTVAN]
+[GENETIC ALGORITHM OPTIONS SPENCER]
+PopulationCount=50
+GenerationCount=50
+EliteCount=2
+MutationRate=0.300
+CrossOverScatterFraction=0.000
+CrossOverSinglePointFraction=0.700
+CrossOverDoublePointFraction=0.300
+MutationJumpFraction=0.000
+MutationCreepFraction=0.900
+MutationInverseFraction=0.100
+MutationCreepReduction=0.050
+[END OF GENETIC ALGORITHM OPTIONS SPENCER]
+[MODEL SPECIAL]
+IsAlternativeStrength=0
+IsAdditionalPorePressure=0
+[END OF MODEL SPECIAL]
+[NAIL TYPE DEFAULTS]
+NailTypeLengthNail=0.00
+NailTypeDiameterNail=0.00
+NailTypeDiameterGrout=0.00
+NailTypeYieldForceNail=0.00
+NailTypePlasticMomentNail=0.00
+NailTypeBendingStiffnessNail=0.00E+00
+NailTypeUseFacingOrBearingPlate=0
+[END OF NAIL TYPE DEFAULTS]
+[END OF INPUT FILE]
Index: dam failuremechanisms/damMacroStability/trunk/src/Tests/Files/ExpectedIniFileForSingleInputFile.txt
===================================================================
diff -u -r407 -r433
--- dam failuremechanisms/damMacroStability/trunk/src/Tests/Files/ExpectedIniFileForSingleInputFile.txt	(.../ExpectedIniFileForSingleInputFile.txt)	(revision 407)
+++ dam failuremechanisms/damMacroStability/trunk/src/Tests/Files/ExpectedIniFileForSingleInputFile.txt	(.../ExpectedIniFileForSingleInputFile.txt)	(revision 433)
@@ -1,5 +1,5 @@
 [D-Geo Stability batch processing]
-InputFileName=..\..\Tests\Files\zuivering Gendt.sti
+InputFileName=..\..\Tests\Files\RunFolder\zuivering Gendt.sti
 Plot Critical Circle=1
 PlotWMF=1
 PlotJPeg=1
\ No newline at end of file
Index: dam failuremechanisms/damMacroStability/trunk/src/Tests/Files/ExpectedIniFileForFolder.txt
===================================================================
diff -u -r407 -r433
--- dam failuremechanisms/damMacroStability/trunk/src/Tests/Files/ExpectedIniFileForFolder.txt	(.../ExpectedIniFileForFolder.txt)	(revision 407)
+++ dam failuremechanisms/damMacroStability/trunk/src/Tests/Files/ExpectedIniFileForFolder.txt	(.../ExpectedIniFileForFolder.txt)	(revision 433)
@@ -1,5 +1,5 @@
 [D-Geo Stability batch processing]
-Path=..\..\Tests\Files
+Path=..\..\Tests\Files\RunFolder
 Filespec=*.sti
 Plot Critical Circle=1
 PlotWMF=1
Fisheye: Tag 433 refers to a dead (removed) revision in file `dam failuremechanisms/damMacroStability/trunk/src/Tests/Files/zuivering Gendt 2.sti'.
Fisheye: No comparison available.  Pass `N' to diff?
Index: dam failuremechanisms/damMacroStability/trunk/src/Tests/Files/RunFolder/zuivering Gendt.sti
===================================================================
diff -u
--- dam failuremechanisms/damMacroStability/trunk/src/Tests/Files/RunFolder/zuivering Gendt.sti	(revision 0)
+++ dam failuremechanisms/damMacroStability/trunk/src/Tests/Files/RunFolder/zuivering Gendt.sti	(revision 433)
@@ -0,0 +1,768 @@
+Input file for D-Geo Stability : Stability of earth slopes.
+==============================================================================
+COMPANY    : Stichting Deltares 
+LICENSE    : Unknown
+DATE       : 16-Jul-14
+TIME       : 18:12:21
+FILENAME   : C:\src\delftgeosystems\branches\DAM 14.1\data\Dam\MStabFiles\zuivering Gendt.sti
+CREATED BY : D-Geo Stability version 14.1.1.3
+==========================    BEGINNING OF DATA     ==========================
+[VERSION]
+Soil=1001
+Geometry=1000
+StressCurve=1000
+BondStressDiagram=1000
+D-Geo Stability=1004
+[END OF VERSION]
+
+[SOIL COLLECTION]
+    3 = number of items
+[SOIL]
+zand
+SoilColor=9764853
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=19.50
+SoilGamWet=19.50
+SoilRestSlope=0
+SoilCohesion=0.00
+SoilPhi=30.00
+SoilDilatancy=30.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=0
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilPc=0.00E+00
+StrengthIncreaseExponent=0.70
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+xCoorSoilPc=-100.000
+yCoorSoilPc=-100.000
+IsPopCalculated=0
+IsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=0
+SoilStdCohesion=0.00
+SoilStdPhi=3.57
+SoilStdRatioCuPc=0.06
+SoilStdRatioCuPcPassive=0.06
+SoilStdRatioCuPcActive=0.06
+SoilStdCu=0.00
+SoilStdCuTop=0.00
+SoilStdCuGradient=0.00
+SoilStdPn=1.50
+SoilDistCohesion=3
+SoilDistPhi=3
+SoilDistStressTable=3
+SoilDistRatioCuPc=3
+SoilDistRatioCuPcPassive=3
+SoilDistRatioCuPcActive=3
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+SoilDistPn=3
+SoilCorrelationCPhi=0.00
+SoilRatioCuPcPassive=0.22
+SoilRatioCuPcActive=0.22
+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=1.00
+SoilDistPOP=3
+SoilHorFluctScaleCoh=50.00
+SoilVertFluctScaleCoh=0.25
+SoilNumberOfTestsCoh=1
+SoilVarianceRatioCoh=0.75
+SoilHorFluctScalePhi=50.00
+SoilVertFluctScalePhi=0.25
+SoilNumberOfTestsPhi=1
+SoilVarianceRatioPhi=0.75
+SoilRRatio=1.0000000
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+[END OF SOIL]
+[SOIL]
+klei
+SoilColor=5953498
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=14.50
+SoilGamWet=14.50
+SoilRestSlope=0
+SoilCohesion=2.00
+SoilPhi=18.00
+SoilDilatancy=21.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=0
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilPc=0.00E+00
+StrengthIncreaseExponent=0.70
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+xCoorSoilPc=-100.000
+yCoorSoilPc=-100.000
+IsPopCalculated=0
+IsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=0
+SoilStdCohesion=1.00
+SoilStdPhi=2.67
+SoilStdRatioCuPc=0.06
+SoilStdRatioCuPcPassive=0.06
+SoilStdRatioCuPcActive=0.06
+SoilStdCu=0.00
+SoilStdCuTop=0.00
+SoilStdCuGradient=0.00
+SoilStdPn=2.50
+SoilDistCohesion=3
+SoilDistPhi=3
+SoilDistStressTable=3
+SoilDistRatioCuPc=3
+SoilDistRatioCuPcPassive=3
+SoilDistRatioCuPcActive=3
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+SoilDistPn=3
+SoilCorrelationCPhi=0.00
+SoilRatioCuPcPassive=0.22
+SoilRatioCuPcActive=0.22
+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=1.00
+SoilDistPOP=3
+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]
+nw dijks
+SoilColor=9094655
+SoilSoilType=2
+SoilUseSoilType=0
+SoilExcessPorePressure=0.00
+SoilPorePressureFactor=1.00
+SoilGamDry=16.50
+SoilGamWet=16.50
+SoilRestSlope=0
+SoilCohesion=0.00
+SoilPhi=22.50
+SoilDilatancy=27.00
+SoilCuTop=0.00
+SoilCuBottom=0.00
+SoilCuGradient=0.00
+SoilStressTableName=
+SoilBondStressTableName=
+SoilMatStrengthType=0
+SoilProbInputValues=0
+SoilRatioCuPc=0.22
+SoilPc=0.00E+00
+StrengthIncreaseExponent=0.70
+SoilPOP=10.00
+SoilRheologicalCoefficient=0.00
+xCoorSoilPc=-100.000
+yCoorSoilPc=-100.000
+IsPopCalculated=0
+IsOCRCalculated=0
+SoilIsAquifer=0
+SoilUseProbDefaults=0
+SoilStdCohesion=0.00
+SoilStdPhi=4.00
+SoilStdRatioCuPc=0.06
+SoilStdRatioCuPcPassive=0.06
+SoilStdRatioCuPcActive=0.06
+SoilStdCu=0.00
+SoilStdCuTop=0.00
+SoilStdCuGradient=0.00
+SoilStdPn=1.50
+SoilDistCohesion=3
+SoilDistPhi=3
+SoilDistStressTable=3
+SoilDistRatioCuPc=3
+SoilDistRatioCuPcPassive=3
+SoilDistRatioCuPcActive=3
+SoilDistCu=3
+SoilDistCuTop=3
+SoilDistCuGradient=3
+SoilDistPn=3
+SoilCorrelationCPhi=0.00
+SoilRatioCuPcPassive=0.22
+SoilRatioCuPcActive=0.22
+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=1.00
+SoilDistPOP=3
+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]
+     33  - Number of geometry points -
+       1       -150.000          8.700          0.000
+       2        -88.668          8.700          0.000
+       3        -30.272          9.500          0.000
+       4        -25.000         10.450          0.000
+       5        -14.000         12.000          0.000
+       6          2.000         17.300          0.000
+       7          8.500         17.300          0.000
+       8         19.500         12.300          0.000
+       9         29.000         11.500          0.000
+      10         33.800         11.300          0.000
+      11         37.000          9.700          0.000
+      12         40.000          9.700          0.000
+      13         42.600         11.000          0.000
+      14         53.258         10.750          0.000
+      15         70.000         10.750          0.000
+      16        -14.187         10.000          0.000
+      17          4.000         11.000          0.000
+      18          8.500         11.000          0.000
+      19       -150.000          5.900          0.000
+      20         70.000          5.900          0.000
+      21       -150.000        -10.000          0.000
+      22         70.000        -10.000          0.000
+      23       -150.000          6.500          0.000
+      24        -14.000          6.500          0.000
+      25          2.000         14.000          0.000
+      26         10.500         14.000          0.000
+      27         19.500         11.300          0.000
+      28         34.000         10.000          0.000
+      29         70.000         10.000          0.000
+      30        -30.293          6.500          0.000
+      31         20.000          7.600          0.000
+      32         37.000          8.300          0.000
+      33         70.000          8.300          0.000
+[END OF POINTS]
+
+[CURVES]
+  30 - Number of curves -
+     1 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+         1     2
+     2 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+         2     3
+     3 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+         3     4
+     4 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+         4     5
+     5 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+         5     6
+     6 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+         6     7
+     7 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+         7     8
+     8 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+         8     9
+     9 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+         9    10
+    10 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        10    11
+    11 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        11    12
+    12 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        12    13
+    13 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        13    14
+    14 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        14    15
+    15 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+         3    16
+    16 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        16    17
+    17 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        17    18
+    18 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        18     8
+    19 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        19    20
+    20 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        21    22
+    21 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        23    24
+    22 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        24    25
+    23 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        25    26
+    24 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        26    27
+    25 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        27    28
+    26 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        28    29
+    27 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        23    30
+    28 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        30    31
+    29 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        31    32
+    30 - Curve number
+       2 - number of points on curve,  next line(s) are pointnumbers
+        32    33
+[END OF CURVES]
+
+[BOUNDARIES]
+   4 - Number of boundaries -
+     0 - Boundary number
+       1 - number of curves on boundary, next line(s) are curvenumbers
+        20
+     1 - Boundary number
+       1 - number of curves on boundary, next line(s) are curvenumbers
+        19
+     2 - Boundary number
+      13 - number of curves on boundary, next line(s) are curvenumbers
+         1     2    15    16    17    18     8     9    10    11
+        12    13    14
+     3 - Boundary number
+      14 - number of curves on boundary, next line(s) are curvenumbers
+         1     2     3     4     5     6     7     8     9    10
+        11    12    13    14
+[END OF BOUNDARIES]
+
+[USE PROBABILISTIC DEFAULTS BOUNDARIES]
+   4 - Number of boundaries -
+  1
+  1
+  1
+  1
+[END OF USE PROBABILISTIC DEFAULTS BOUNDARIES]
+
+[STDV BOUNDARIES]
+   4 - Number of boundaries -
+   0.00000000000000E+0000
+   0.00000000000000E+0000
+   0.00000000000000E+0000
+   0.00000000000000E+0000
+[END OF STDV BOUNDARIES]
+
+[DISTRIBUTION BOUNDARIES]
+   4 - Number of boundaries -
+  0
+  0
+  0
+  0
+[END OF DISTRIBUTION BOUNDARIES]
+
+[PIEZO LINES]
+   2 - Number of piezometric level lines -
+     1 - PlLine number
+       6 - number of curves on PlLine,  next line(s) are curvenumbers
+        21    22    23    24    25    26
+     2 - PlLine number
+       4 - number of curves on PlLine,  next line(s) are curvenumbers
+        27    28    29    30
+[END OF PIEZO LINES]
+
+[PHREATIC LINE]
+   1 - Number of the piezometric level line acting as phreatic line -
+[END OF PHREATIC LINE]
+
+[WORLD CO-ORDINATES]
+          0.000 - X world 1 -
+          0.000 - Y world 1 -
+          0.000 - X world 2 -
+          0.000 - Y world 2 -
+[END OF WORLD CO-ORDINATES]
+
+[LAYERS]
+   3 - Number of layers -
+     1 - Layer number, next line is material of layer
+       zand
+       2 - Piezometric level line at top of layer
+       2 - Piezometric level line at bottom of layer
+       1 - Boundarynumber at top of layer
+       0 - Boundarynumber at bottom of layer
+     2 - Layer number, next line is material of layer
+       klei
+      99 - Piezometric level line at top of layer
+      99 - Piezometric level line at bottom of layer
+       2 - Boundarynumber at top of layer
+       1 - Boundarynumber at bottom of layer
+     3 - Layer number, next line is material of layer
+       nw dijks
+       1 - Piezometric level line at top of layer
+      99 - Piezometric level line at bottom of layer
+       3 - Boundarynumber at top of layer
+       2 - Boundarynumber at bottom of layer
+[END OF LAYERS]
+
+[LAYERLOADS]
+ - Layers which are loads -
+
+[END OF LAYERLOADS]
+
+[END OF GEOMETRY DATA]
+[RUN IDENTIFICATION TITLES]
+dijkvak Ophemert, Hm 63 - 64 
+profiel aan de norm                     
+
+[MODEL]
+  1 : Bishop
+  1 : C phi
+  0 : Probabilistic off
+  1 : Mean
+  1 : Geotextiles on
+  1 : Nails on
+  0 : Zone plot off
+  0 : Local measurements
+[END OF MODEL]
+[MSEEPNET]
+ Use potential file 
+  0 : Do not use water net of MSeep file
+  0 : Do not make negative pressures 0
+[FORBIDDEN LINES]
+  1  - Forbidden lines
+      1
+      8.50     17.30    - X1 Y1 
+     19.50     12.30    - X2 Y2
+[UNIT WEIGHT WATER]
+     9.81 : Unit weight water
+[DEGREE OF CONSOLIDATION]
+   3 Number of layers 
+     3      100
+     2      100 100
+     1      100 100 100
+  0    capillary water not included
+[degree Temporary loads]
+           100   0   0 
+  0    capillary water not included
+[degree Free water(Cu)]
+           100 100 100 
+[degree earth quake]
+           100 100 100 
+[CIRCLES]
+       21.556           32.691      11    X-direction
+       15.092           28.850      11    Y-direction
+       11.064            5.064       7    Tangent lines
+        0.000            0.000       0    no fixed point used 
+[SPENCER SLIP DATA]
+            0    Number of points
+[SPENCER SLIP DATA 2]
+            0    Number of points
+[SPENCER SLIP INTERVAL]
+  2 : Slip spencer interval
+[LINE LOADS]
+  0    =  number of items
+[UNIFORM LOADS ]
+  1     = number of items
+verkeer
+  13.00 = magnitude 
+   6.00       8.50 = xstart and xend 
+   0.00 = distribution angle 
+      1 = permanent load 
+[TREE ON SLOPE]
+0.00 = WindForce
+0.00 = XCoordinate
+0.00 = YCoordinate
+10.00 = width of root zone
+0.0 = AngleOfDistribution
+[END OF TREE ON SLOPE]
+[EARTH QUAKE]
+     0.000 = horizontal acceleration 
+     0.000 = vertical acceleration 
+     0.000 = free water moment factor 
+[SIGMA-TAU CURVES]
+    0 = number of items
+[END OF SIGMA-TAU CURVES]
+[BOND STRESS DIAGRAMS]
+    0 = number of items
+[END OF BOND STRESS DIAGRAMS]
+[MINIMAL REQUIRED CIRCLE DEPTH]
+      5.00     [m]
+[Slip Circle Selection]
+IsMinXEntryUsed=0
+IsMaxXEntryUsed=0
+XEntryMin=0.00
+XEntryMax=0.00
+[End of Slip Circle Selection]
+[START VALUE SAFETY FACTOR]
+     1.000     [-]
+[REFERENCE LEVEL CU]
+           6
+[LIFT SLIP DATA]
+       23.196           33.196       6    X-direction Left
+       16.802           26.802       6    Y-direction Left
+       47.043           51.227       3    X-direction Right
+       12.840           16.288       3    Y-direction Right
+        7.900            7.900       1    Y-direction tangent lines
+            0                             Automatic grid calculation (1)
+[EXTERNAL WATER LEVELS]
+     0      = No water data used 
+  0.00      = Design level 
+  0.30      = Decimate height 
+    1     norm = 1/10000 
+    1 = number of items
+Water data (1)
+     1 = Phreatic line  
+  0.00 = Level 
+ Piezo lines 
+   3 - Number of layers 
+       3         3 = Pl-top and pl-bottom 
+       2         3 = Pl-top and pl-bottom 
+      99         2 = Pl-top and pl-bottom 
+[MODEL FACTOR]
+            1.00 = Limit value stability factor
+            0.08 = Standard deviation for limit value stability factor
+            0.00 = Reference standard deviation for degree of consolidation
+          100.00 = Length of the section
+    0 = Use contribution of end section
+            0.00 = Lateral stress ratio
+            0.25 = Coefficient of variation contribution edge of section
+[CALCULATION OPTIONS]
+MoveCalculationGrid=1
+ProbCalculationType=2
+SearchMethod=0
+[END OF CALCULATION OPTIONS]
+[PROBABILISTIC DEFAULTS]
+CohesionVariationTotal=0.25
+CohesionDesignPartial=1.25
+CohesionDesignStdDev=-1.65
+CohesionDistribution=3
+PhiVariationTotal=0.15
+PhiDesignPartial=1.10
+PhiDesignStdDev=-1.65
+PhiDistribution=3
+StressTableVariationTotal=0.20
+StressTableDesignPartial=1.15
+StressTableDesignStdDev=-1.65
+StressTableDistribution=3
+RatioCuPcVariationTotal=0.25
+RatioCuPcDesignPartial=1.15
+RatioCuPcDesignStdDev=-1.65
+RatioCuPcDistribution=3
+CuVariationTotal=0.25
+CuDesignPartial=1.15
+CuDesignStdDev=-1.65
+CuDistribution=3
+POPVariationTotal=0.10
+POPDesignPartial=1.10
+POPDesignStdDev=-1.65
+POPDistribution=3
+CompressionRatioVariationTotal=0.25
+CompressionRatioDesignPartial=1.00
+CompressionRatioDesignStdDev=0.00
+CompressionRatioDistribution=3
+ConsolidationCoefTotalStdDev=0.20
+ConsolidationCoefDesignPartial=1.00
+ConsolidationCoefDesignStdDev=1.65
+ConsolidationCoefDistribution=2
+HydraulicPressureTotalStdDev=0.50
+HydraulicPressureDesignPartial=1.00
+HydraulicPressureDesignStdDev=1.65
+HydraulicPressureDistribution=3
+LimitValueBishopMean=1.00
+LimitValueBishopStdDev=0.08
+LimitValueBishopDistribution=3
+LimitValueVanMean=0.95
+LimitValueVanStdDev=0.08
+LimitValueVanDistribution=3
+[END OF PROBABILISTIC DEFAULTS]
+[NEWZONE PLOT DATA]
+        0.00 = Diketable Height [m]
+        3.00 = Width top rest profile [m]
+        0.00 = X co-ordinate indicating start of zone [m]
+        0.00 = Boundary of M.H.W influence at X [m]
+        0.00 = Boundary of M.H.W influence at Y [m]
+        1.19 = Required safety in zone 1a
+        1.11 = Required safety in zone 1b
+        1.00 = Required safety in zone 2a
+        1.00 = Required safety in zone 2b
+        0.00 = Left side minimum road [m]
+        0.00 = Right side minimum road [m]
+        0.90 = Required safety in zone 3a
+        0.90 = Required safety in zone 3b
+   1    Stability calculation at right side
+        0.50 = Remolding reduction factor
+        0.80 = Schematization reduction factor
+   1    Overtopping condition less or equal 0.1 l/m/s
+[HORIZONTAL BALANCE]
+HorizontalBalanceXLeft=0.000
+HorizontalBalanceXRight=0.000
+HorizontalBalanceYTop=0.00
+HorizontalBalanceYBottom=0.00
+HorizontalBalanceNYInterval=1
+[END OF HORIZONTAL BALANCE]
+[REQUESTED CIRCLE SLICES]
+ 30     = number of slices
+[REQUESTED LIFT SLICES]
+ 50     = number of slices
+[REQUESTED SPENCER SLICES]
+ 50     = number of slices
+[SOIL RESISTANCE]
+SoilResistanceDowelAction=1
+SoilResistancePullOut=1
+[END OF SOIL RESISTANCE]
+[GENETIC ALGORITHM OPTIONS BISHOP]
+PopulationCount=30
+GenerationCount=30
+EliteCount=2
+MutationRate=0.200
+CrossOverScatterFraction=1.000
+CrossOverSinglePointFraction=0.000
+CrossOverDoublePointFraction=0.000
+MutationJumpFraction=1.000
+MutationCreepFraction=0.000
+MutationInverseFraction=0.000
+MutationCreepReduction=0.050
+[END OF GENETIC ALGORITHM OPTIONS BISHOP]
+[GENETIC ALGORITHM OPTIONS LIFTVAN]
+PopulationCount=30
+GenerationCount=60
+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 LIFTVAN]
+[GENETIC ALGORITHM OPTIONS SPENCER]
+PopulationCount=50
+GenerationCount=50
+EliteCount=2
+MutationRate=0.300
+CrossOverScatterFraction=0.000
+CrossOverSinglePointFraction=0.700
+CrossOverDoublePointFraction=0.300
+MutationJumpFraction=0.000
+MutationCreepFraction=0.900
+MutationInverseFraction=0.100
+MutationCreepReduction=0.050
+[END OF GENETIC ALGORITHM OPTIONS SPENCER]
+[MODEL SPECIAL]
+IsAlternativeStrength=0
+IsAdditionalPorePressure=0
+[END OF MODEL SPECIAL]
+[NAIL TYPE DEFAULTS]
+NailTypeLengthNail=0.00
+NailTypeDiameterNail=0.00
+NailTypeDiameterGrout=0.00
+NailTypeYieldForceNail=0.00
+NailTypePlasticMomentNail=0.00
+NailTypeBendingStiffnessNail=0.00E+00
+NailTypeUseFacingOrBearingPlate=0
+[END OF NAIL TYPE DEFAULTS]
+[END OF INPUT FILE]
Index: dam failuremechanisms/damMacroStability/trunk/src/Tests/Deltares.DamMacroStability.CalculatorTests/DGeoStabilityExeRunnerTests.cs
===================================================================
diff -u -r428 -r433
--- dam failuremechanisms/damMacroStability/trunk/src/Tests/Deltares.DamMacroStability.CalculatorTests/DGeoStabilityExeRunnerTests.cs	(.../DGeoStabilityExeRunnerTests.cs)	(revision 428)
+++ dam failuremechanisms/damMacroStability/trunk/src/Tests/Deltares.DamMacroStability.CalculatorTests/DGeoStabilityExeRunnerTests.cs	(.../DGeoStabilityExeRunnerTests.cs)	(revision 433)
@@ -11,6 +11,7 @@
         private const string NormalTestFile = @"zuivering Gendt.sti";
         private const string NormalTestFile2 = @"zuivering Gendt 2.sti";
         private const string TestFolder = @"..\..\Tests\Files";
+        private const string RunFolder = @"..\..\Tests\Files\RunFolder";
 
         private DGeoStabilityExeRunner runner;
 
@@ -23,7 +24,7 @@
         [Test]
         public void TestCreateDGeoStabilityIniFileForSingleInputFile()
         {
-            string inputfileName = Path.Combine(TestFolder, NormalTestFile);
+            string inputfileName = Path.Combine(RunFolder, NormalTestFile);
             string inifileName = runner.CreateDGeoStabilityIniFile(inputfileName);
             Assert.IsTrue(File.Exists(inifileName));
 
@@ -39,7 +40,7 @@
         [Test]
         public void TestCreateDGeoStabilityIniFileForFolder()
         {
-            string inifileName = runner.CreateDGeoStabilityIniFile(TestFolder);
+            string inifileName = runner.CreateDGeoStabilityIniFile(RunFolder);
             Assert.IsTrue(File.Exists(inifileName));
 
             string expectedFile = Path.Combine(TestFolder, "ExpectedIniFileForFolder.txt");
@@ -61,7 +62,7 @@
             try
             {
                 runner.DGeoStabilityExePath = Path.Combine(TestFolder, "DGeoStability.exe");
-                inifileName = runner.CreateDGeoStabilityIniFile(Path.Combine(TestFolder, NormalTestFile));
+                inifileName = runner.CreateDGeoStabilityIniFile(Path.Combine(RunFolder, NormalTestFile));
             }
             finally
             {
@@ -103,11 +104,11 @@
         [Test]
         public void TestRunDGeoStabilityWithIniFileForSingleInputFile()
         {
-            string expectedFileName = Path.Combine(TestFolder, NormalTestFile);
+            string expectedFileName = Path.Combine(RunFolder, NormalTestFile);
             DeleteOutputFiles(expectedFileName);
 
             // Relative paths in ini file do not work yet in DGeoStability 16.2. This is fixed in 18.1.
-            string absoluteFolder = Path.GetFullPath(Path.Combine(Directory.GetCurrentDirectory(), TestFolder));
+            string absoluteFolder = Path.GetFullPath(Path.Combine(Directory.GetCurrentDirectory(), RunFolder));
             string inputfileName = Path.Combine(absoluteFolder, NormalTestFile);
             runner.RunDGeoStabilityProject(inputfileName);
 
@@ -117,14 +118,14 @@
         [Test]
         public void TestRunDGeoStabilityIniFileForFolder()
         {
-            string expectedFileName1 = Path.Combine(TestFolder, NormalTestFile);
+            string expectedFileName1 = Path.Combine(RunFolder, NormalTestFile);
             DeleteOutputFiles(expectedFileName1);
 
-            string expectedFileName2 = Path.Combine(TestFolder, NormalTestFile2);
+            string expectedFileName2 = Path.Combine(RunFolder, NormalTestFile2);
             DeleteOutputFiles(expectedFileName2);
 
             // Relative paths in ini file do not work yet in DGeoStability 16.2. This is fixed in 18.1.
-            string absoluteFolder = Path.GetFullPath(Path.Combine(Directory.GetCurrentDirectory(), TestFolder));
+            string absoluteFolder = Path.GetFullPath(Path.Combine(Directory.GetCurrentDirectory(), RunFolder));
             runner.RunDGeoStabilityProject(absoluteFolder);
 
             AssertOutputFiles(expectedFileName1);
@@ -159,7 +160,7 @@
         [Test]
         public void TestDoesNotThrowExceptionFileExists()
         {
-            runner.RunDGeoStabilityProject(Path.Combine(TestFolder, NormalTestFile));
+            runner.RunDGeoStabilityProject(Path.Combine(RunFolder, NormalTestFile));
         }
 
         [Test]
@@ -184,7 +185,7 @@
             try
             {
                 runner.DGeoStabilityExePath = @"..\DGeoStability.exe";
-                runner.RunDGeoStabilityProject(Path.Combine(TestFolder, NormalTestFile));
+                runner.RunDGeoStabilityProject(Path.Combine(RunFolder, NormalTestFile));
             }
             finally
             {
@@ -195,7 +196,7 @@
         [Test]
         public void TestDoesNotThrowExecutableExists()
         {
-            runner.RunDGeoStabilityProject(Path.Combine(TestFolder, NormalTestFile));
+            runner.RunDGeoStabilityProject(Path.Combine(RunFolder, NormalTestFile));
         }
 
         #endregion
Fisheye: Tag 433 refers to a dead (removed) revision in file `dam failuremechanisms/damMacroStability/trunk/src/Tests/Files/zuivering Gendt.sti'.
Fisheye: No comparison available.  Pass `N' to diff?
Index: dam failuremechanisms/damMacroStability/trunk/src/Tests/Files/ExpectedIniFileWithExtraOptions.txt
===================================================================
diff -u -r428 -r433
--- dam failuremechanisms/damMacroStability/trunk/src/Tests/Files/ExpectedIniFileWithExtraOptions.txt	(.../ExpectedIniFileWithExtraOptions.txt)	(revision 428)
+++ dam failuremechanisms/damMacroStability/trunk/src/Tests/Files/ExpectedIniFileWithExtraOptions.txt	(.../ExpectedIniFileWithExtraOptions.txt)	(revision 433)
@@ -1,5 +1,5 @@
 [D-Geo Stability batch processing]
-InputFileName=..\..\Tests\Files\zuivering Gendt.sti
+InputFileName=..\..\Tests\Files\RunFolder\zuivering Gendt.sti
 Plot Critical Circle=1
 PlotWMF=1
 PlotJPeg=1