S.No Type of soil SPT Value

General

Material Set General Properties Void Ratio

Material Model Drainage type

Fill Mohr-Coloumb Undrained 19 22 NoF1 Mohr-Coloumb Undrained 20 19 NoSVI Sandy 6 Mohr-Coloumb Undrained 21 25 NoSVI Clayey 23 Mohr-Coloumb Undrained 21 25 NoSVI Clayey 33 Mohr-Coloumb Undrained 21 25 NoSVI Clayey 62 Mohr-Coloumb Undrained 21 NoSVI Clayey 26 Mohr-Coloumb Undrained 21 NoSIII Limestone Mohr-Coloumb Undrained 24 26 NoSVI Clayey 8 Mohr-Coloumb Undrained 21 NoSVI Sandy 5 Mohr-Coloumb Undrained 21 NoSVI Sandy 27 Mohr-Coloumb Undrained 21 NoSVI Clayey 59 Mohr-Coloumb Undrained 21 No

` SVI Clayey 88 Mohr-Coloumb Undrained 21 No

γunsat γsat

Dilatancy Cut off

Yes or No

General Parameters

Void Ratio Damping Stiffness Strength

E' ν' c' φ' ψ'

0.5 - - 0 0 8.70E+03 0.3 20 28 00.5 - - 0 0 1.39E+04 0.3 0.1 30 0

1 - - 0 0 1.04E+04 0.3 30 32 01 - - 0 0 4.00E+04 0.3 115 28 01 - - 0 0 5.74E+04 0.3 165 28 01 - - 0 0 1.08E+05 0.3 310 30 01 - - 0 0 4.52E+04 0.3 130 28 01 - - 0 0 0.00E+00 0.3 20000 34 01 - - 0 0 1.39E+04 0.3 40 28 01 - - 0 0 8.70E+03 0.3 25 32 01 - - 0 0 4.70E+04 0.3 135 33 01 - - 0 0 1.03E+05 0.3 295 30 01 - - 0 0 1.53E+05 0.3 440 30 0

einit emin emaxRayleigh

αRayleigh

β

Flow Parateters Interface

Model Soil Parameters Strength

Standard coarse 1.00E-05 1.00E-05 0 0.5 default ManualStandard coarse 1.00E-05 1.00E-05 0 0.5 default ManualStandard coarse 1.00 E-07 1.00 E-07 0 1 default ManualStandard fine 1.00 E-07 1.00 E-07 0 1 default ManualStandard coarse 1.00 E-07 1.00 E-07 0 1 default ManualStandard fine 1.00 E-07 1.00 E-07 0 1 default ManualStandard fine 1.00 E-07 1.00 E-07 0 1 default ManualStandard medium fine 1.00 E-07 1.00 E-07 0 1 default ManualStandard coarse 1.00 E-07 1.00 E-07 0 1 default ManualStandard coarse 1.00 E-07 1.00 E-07 0 1 default ManualStandard fine 1.00 E-07 1.00 E-07 0 1 default ManualStandard fine 1.00 E-07 1.00 E-07 0 1 default ManualStandard coarse 1.00 E-07 1.00 E-07 0 1 default Manual

Change of permeability

Data Set(Standard/

Hypres/USDA/Staring/User-Defined)

Type(Coasre/Medium/

mediumfine/fine/very fine/organic)

kx ky (-)ψunsat einit ck

Strength(Manual/

Rigid/Manual with residual srength)

Interface Initial

Strength Ko Setting

0.67 Yes 0 Manual 0.50.67 Yes 0 Manual 0.7

0.5 Yes 0 Manual 0.80.5 Yes 0 Manual 0.80.5 Yes 0 Manual 0.80.5 Yes 0 Manual 0.80.5 Yes 0 Manual 0.80.5 Yes 0 Manual 0.80.5 Yes 0 Manual 0.80.5 Yes 0 Manual 0.80.5 Yes 0 Manual 0.80.5 Yes 0 Manual 0.80.5 Yes 0 Manual 0.8

Real Interface Thickness

Rinter

Cosider Gap

Closure(Yes/No)

δinter

Ko Determina

tion(Manual/

Automatic)

Ko,x