
Relationship between saturation and void ratio
Figures of the Article
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Relationship between saturation and void ratio
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Schematic diagram of soil-water characteristic curve under different void ratios
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Diagram of mesh distribution
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Verification of single-phase elastic medium
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Verification of two-phase saturated medium
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Verification of three-phase unsaturated medium
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Displacement responses under SWCC considering effect of deformation
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Amplification of deformation and saturation considering different velocities
Tables of the Article
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Ks/GPa Kw/GPa Ka/kPa G/MPa n ρs/(kg·m-3) ρw/(kg·m-3) ρa/(kg·m-3) Sr 35 2.25 145 25 0.125 0.001 2500 0.001 0.001 0.001 -
Kb/MPa Ks/GPa Kw/GPa Ka/kPa G/MPa n ρs/(kg·m-3) ρw/(kg·m-3) ρa/(kg·m-3) Sr kD/(m·s-1) 8.77 11 2.25 145 2997.6 0.125 0.3 2500 1000 0.001 1 1×10-6 -
Kb/MPa Ks/GPa Kw/GPa Ka/kPa Gs/MPa n ρs/(kg·m-3) ρw/(kg·m-3) ρa/(kg·m-3) 8.33 35 2.25 145 3.85 0.35 0.45 2650 1000 1.28 Sr Sa ηw/(Ns·m-2) ηa/(Ns·m-2) Sw0 κ/m2 β/(Pa-1) m k φ' 0.5,0.8 0.5,0.2 0.001 18×10-6 0.05 5.3×10-13 1.0×10-4 0.5 2 10°
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