Research Article
Soil Saturated Simulation in Embankment during Strong Earthquake by Effect of Elasticity Modulus
Table 2
Material properties.
| Zone | Density (Kg/m3) | Elasticity modulus (Kg/m2) | Poisson ratio | Yield stress (Kg/m2) | Tangent modulus | Friction coefficient |
| A-foundation (loose-sand saturate) | | | | | | | B-foundation (loose-sand saturate) | | | | | | | C1-embankment (clay saturation) | | | | | | | C2-embankment (clay saturation) | | | | | | | C3-embankment (reinforcement) | | | | | | | D-embankment (unsaturated) | | | | | |
—
| E-water | | | |
—
|
—
|
—
|
|
|