INPUT FILE FOR D-SETTLEMENT ============================================================================== COMPANY : DATE : 15/12/2021 TIME : 09:20:15 FILENAME : C:\Users\teixeira\OneDrive - Stichting Deltares\Desktop\DSet_prot_contest.sli CREATED BY : D-Settlement version 21.2.1.34213 ========================== BEGINNING OF DATA ========================== [VERSION] Soil=1008 Geometry=1001 D-Settlement=1010 [END OF VERSION] [SOIL COLLECTION] 1 = number of items [SOIL] clay SoilColor=16758897 SoilGamDry=17.00 SoilGamWet=17.00 SoilInitialVoidRatio=0.000000 SoilPreconIsotacheType=0 SoilPreconKoppejanType=1 SoilUseEquivalentAge=0 SoilEquivalentAge=1.64E+01 SoilPc=0.00E+00 SoilOCR=1.15 SoilPOP=10000.00 SoilDrained=0 SoilApAsApproximationByCpCs=0 SoilSecondarySwellingReduced=0 SoilSecondarySwellingFactor=1.00 SoilUnloadingStressRatio=1.01 SoilCv=2.50E-04 SoilPermeabilityVer=4.320E-04 SoilPermeabilityHorFactor=100.000 SoilStorageType=1 SoilPermeabilityStrainModulus=1.000E+15 SoilUseProbDefaults=1 SoilStdGamDry=0.85 SoilStdGamWet=0.85 SoilStdCv=1.25E-04 SoilStdPc=0.00E+00 SoilStdPriCompIndex=8.000E-03 SoilStdSecCompIndex=4.000E-02 SoilStdSecCompRate=1.600E-03 SoilStdOCR=0.29 SoilStdPermeabilityVer=1.080E-03 SoilStdPOP=2500.00 SoilStdPermeabilityHorFactor=25.000 SoilStdInitialVoidRatio=0.000000 SoilStdPermeabilityStrainModulus=0.000E+00 SoilStdLimitStress=0.00 SoilStdCp=7.50E+00 SoilStdCp1=3.00E+00 SoilStdCs=6.00E+01 SoilStdCs1=2.70E+01 SoilStdAp=7.50E+00 SoilStdAsec=6.00E+01 SoilStdCar=0.0000000 SoilStdCa=0.0012500 SoilStdRRatio=0.0575000 SoilStdCRatio=0.0400000 SoilStdSRatio=0.0000000 SoilStdCrIndex=0.0000000 SoilStdCcIndex=0.0000000 SoilStdCswIndex=0.0000000 SoilDistGamDry=2 SoilDistGamWet=2 SoilDistCv=2 SoilDistdPc=2 SoilDistPriCompIndex=2 SoilDistSecCompIndex=2 SoilDistSecCompRate=2 SoilDistOCR=2 SoilDistPermeabilityVer=2 SoilDistPOP=2 SoilDistPermeabilityHorFactor=2 SoilDistInitialVoidRatio=2 SoilDistPermeabilityStrainModulus=2 SoilDistLimitStress=2 SoilDistCp=2 SoilDistCp1=2 SoilDistCs=2 SoilDistCs1=2 SoilDistAp=2 SoilDistAsec=2 SoilDistCar=2 SoilDistCa=2 SoilDistRRatio=2 SoilDistCRatio=2 SoilDistSRatio=2 SoilDistCrIndex=2 SoilDistCcIndex=2 SoilDistCswIndex=2 SoilCorCpCp1=0.00 SoilCorCsCp1=0.00 SoilCorCs1Cp1=0.00 SoilCorApCp1=0.00 SoilCorASecCp1=0.00 SoilCorCrIndexCcIndex=0.00 SoilCorRRatioCRatio=0.00 SoilCorCaCcIndexOrCRatio=0.00 SoilCorPriCompIndexSecCompIndex=0.00 SoilCorSecCompRateSecCompIndex=0.00 SoilCp=2.50E+01 SoilCp1=1.00E+01 SoilCs=2.00E+02 SoilCs1=9.00E+01 SoilAp=2.50E+01 SoilAsec=2.00E+02 SoilCar=0.0011500 SoilCa=0.0050000 SoilCompRatio=1 SoilRRatio=0.2300000 SoilCRatio=0.1600000 SoilSRatio=0.0230000 SoilCrIndex=0.0000000 SoilCcIndex=0.0000000 SoilCswIndex=0.0000000 SoilPriCompIndex=3.200E-02 SoilSecCompIndex=1.600E-01 SoilSecCompRate=6.400E-03 SoilHorizontalBehaviourType=1 SoilElasticity=1.00000E+03 SoilDefaultElasticity=1 [END OF SOIL] [END OF SOIL COLLECTION] [GEOMETRY DATA] [ACCURACY] 0.0010 [END OF ACCURACY] [POINTS] 6 - Number of geometry points - 1 0.000 -10.000 0.000 2 1.000 -10.000 0.000 3 0.000 0.000 0.000 4 1.000 0.000 0.000 5 0.000 -2.000 0.000 6 1.000 -2.000 0.000 [END OF POINTS] [CURVES] 3 - Number of curves - 1 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 5 6 2 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 1 2 3 - Curve number 2 - number of points on curve, next line(s) are pointnumbers 3 4 [END OF CURVES] [BOUNDARIES] 2 - Number of boundaries - 0 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 2 1 - Boundary number 1 - number of curves on boundary, next line(s) are curvenumbers 3 [END OF BOUNDARIES] [USE PROBABILISTIC DEFAULTS BOUNDARIES] 2 - Number of boundaries - 1 1 [END OF USE PROBABILISTIC DEFAULTS BOUNDARIES] [STDV BOUNDARIES] 2 - Number of boundaries - 1.00000000000000E-0001 1.00000000000000E-0001 [END OF STDV BOUNDARIES] [DISTRIBUTION BOUNDARIES] 2 - Number of boundaries - 0 0 [END OF DISTRIBUTION BOUNDARIES] [PIEZO LINES] 1 - Number of piezometric level lines - 1 - PlLine number 1 - number of curves on PlLine, next line(s) are curvenumbers 1 [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] 1 - Number of layers - 1 - Layer number, next line is material of layer clay 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 [END OF LAYERS] [END OF GEOMETRY DATA] [RUN IDENTIFICATION] Benchmark MSettle: bm3-9c Hydraulic head during Darcy consolidation process Constant permeability - Isotache model [END OF RUN IDENTIFICATION] [MODEL] 1 : Dimension = 2D 0 : Calculation type = Darcy 2 : Model = Isotache 1 : Strain type = Natural 0 : Vertical drains = FALSE 0 : Fit for settlement plate = FALSE 0 : Probabilistic = FALSE 0 : Horizontal displacements = FALSE 0 : Secondary swelling = FALSE [END OF MODEL] [VERTICALS] 1 = number of items 0.500 0.000 = X, Z [END OF VERTICALS] [WATER] 9.81 = Unit Weight of Water [END OF WATER] [NON-UNIFORM LOADS] 0 = number of items [END OF NON-UNIFORM LOADS] [WATER LOADS] 0 = number of items [END OF WATER LOADS] [OTHER LOADS] 2 = number of items Other load (1) 3 : Uniform 1 5.00 2.000 0.000 = Time, Gamma, H, Yapplication Other load (2) 3 : Uniform 100 5.00 1.000 2.000 = Time, Gamma, H, Yapplication [END OF OTHER LOADS] [CALCULATION OPTIONS] 0 : Precon. pressure within a layer = Constant (constant in the layers) 0 : Imaginary surface = FALSE 0 : Submerging = FALSE 0 : Use end time for fit = FALSE 0 : Maintain profile = FALSE Superelevation 0 = Time superelevation 10.00 = Gamma dry superelevation 10.00 = Gamma wet superelevation 1 : Dispersion conditions layer boundaries top = drained 1 : Dispersion conditions layer boundaries bottom = drained 1 : Stress distribution soil = Boussinesq 0 : Stress distribution loads = None 0.10 = Iteration stop criteria submerging [m] 0.000 = Iteration stop criteria submerging minimum layer height [m] 1 = Maximum iteration steps for submerging 0.10 = Iteration stop criteria desired profile [m] 1.00 = Load column width imaginary surface [m] 1.00 = Load column width non-uniform loads [m] 1.00 = Load column width trapeziform loads [m] 10000 = End of consolidation [days] 8.00000000000000E+0000 = Number of subtime steps 1.000000000E+000 = Reference time 0 : Dissipation = FALSE 0.500 = X co-ordinate dissipation 0 : Use fit factors = FALSE 0.500 = X co-ordinate fit 0 : Predict settlements omitting additional loadsteps = FALSE [END OF CALCULATION OPTIONS] [RESIDUAL TIMES] 4 : Number of items 0 1 30 100 [END OF RESIDUAL TIMES] [FILTER BAND WIDTH] 1 : Number of items 0.05 [END OF FILTER BAND WIDTH] [VERTICAL DRAIN] 1 : Flow type = Plane -20.000 = Bottom position 0.000 = Position of the drain pipe -100.000 = Position of the leftmost drain 100.000 = Position of the rightmost drain 3.000 = Center to center distance 0.200 = Diameter 0.100 = Width 0.003 = Thickness 2 = Grid 0.000 = Begin time 0.000 = End time 35.000 = Under pressure for strips and columns 0.000 = Under pressure for sand wall 0.000 = Start of drainage 10.000 = Phreatic level in drain 0.000 = Water head during dewatering 10.00 = Tube pressure during dewatering 2 : Flow type = Detailed input 1 = number of items 0.000 40.000 0.000 0.00 = Time, Under pressure, Water level, Tube pressure [END OF VERTICAL DRAIN] [PROBABILISTIC DATA] Reliability X Co-ordinate=0.500 Residual Settlement=1.00 Maximum Drawings=100 Maximum Iterations=15 Reliability Type=0 Is Reliability Calculation=0 [END OF PROBABILISTIC DATA] [PROBABILISTIC DEFAULTS] ProbDefGamDryVar=0.05 ProbDefGamWetVar=0.05 ProbDefPOPVar=0.25 ProbDefOCRVar=0.25 ProbDefPcVar=0.25 ProbDefPermeabilityVerVar=2.50 ProbDefRatioHorVerPermeabilityCvVar=0.25 ProbDefCvVar=0.50 ProbDefCpVar=0.30 ProbDefCp1Var=0.30 ProbDefCsVar=0.30 ProbDefCs1Var=0.30 ProbDefApVar=0.30 ProbDefASecVar=0.30 ProbDefRRCrVar=0.25 ProbDefCRCcVar=0.25 ProbDefCaVar=0.25 ProbDefPriCompIndexVar=0.25 ProbDefSecCompIndexVar=0.25 ProbDefSecCompRateVar=0.25 ProbDefCpCor=0.00 ProbDefCsCor=0.00 ProbDefCs1Cor=0.00 ProbDefApCor=0.00 ProbDefASecCor=0.00 ProbDefRRCrCor=0.00 ProbDefCaCor=0.00 ProbDefPriCompIndexCor=0.00 ProbDefSecCompRateCor=0.00 ProbDefGamDryDist=2 ProbDefGamWetDist=2 ProbDefPOPDist=2 ProbDefOCRDist=2 ProbDefPcDist=2 ProbDefPermeabilityVerDist=2 ProbDefRatioHorVerPermeabilityCvDist=2 ProbDefCvDist=2 ProbDefCpDist=2 ProbDefCp1Dist=2 ProbDefCsDist=2 ProbDefCs1Dist=2 ProbDefApDist=2 ProbDefASecDist=2 ProbDefRRCrDist=2 ProbDefCRCcDist=2 ProbDefCaDist=2 ProbDefPriCompIndexDist=2 ProbDefSecCompIndexDist=2 ProbDefSecCompRateDist=2 ProbDefLayerStd=0.10 ProbDefLayerDist=0 [END OF PROBABILISTIC DEFAULTS] [FIT OPTIONS] Fit Maximum Number of Iterations=5 Fit Required Iteration Accuracy=0.0001000000 Fit Required Correlation Coefficient=0.990 [END OF FIT OPTIONS] [FIT CALCULATION] Is Fit Calculation=0 Fit Vertical Number=-1 [END OF FIT CALCULATION] [FIT] 0 = number of items [END OF FIT] [END OF INPUT FILE]