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

Table 1

A dimension of models.

𝐻=30 m

𝐾=15.00 m

𝑋=108.92 m

𝑅=36.37 m

𝐻1=21.00 m

𝐿=9.00 m

𝑍=15.00 m

𝑊=5.00 m

𝜃=30