Soil Saturated Simulation in Embankment during Strong Earthquake by Effect of Elasticity Modulus

Table 2

Material properties.

Zone	Density (Kg/m^3)	Elasticity modulus; (Kg/m^2)	Poisson ratio	Yield stress; (Kg/m^2)	Tangent; modulus	Friction; coefficient
A-foundation (loose-sand saturate)	800	3𝐸6	0.25	1.20𝐸4	0.01	0.30
B-foundation (loose-sand saturate)	800	3𝐸6	0.25	1.20𝐸4	0.01	0.001
C1-embankment (clay saturation)	900	2𝐸6	0.45	8.00𝐸3	0.01	0.001
C2-embankment (clay saturation)	900	16𝐸5	0.45	3.20𝐸3	0.01	0.001
C3-embankment (reinforcement)	900	8𝐸5	0.45	6.40𝐸3	0.01	0.001
D-embankment (unsaturated)	1900	4𝐸5	0.30	1.60𝐸3	0.01	—
E-water	1000	1𝐸12	0.01	—	—	—