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In this paper, the numerical simulation of silo wall pressure response under the earthquake loads is carried out. The initial static pressure values both on the bottom wall and the sidewall of the models according to the angle, but the dynamic response under the earthquake loads did not differ significantly. The pressures with different wall dips under dynamic loading increase substantially the same...
Lateral spreading of liquefied ground due to strong earthquakes frequently causes serious damages to multi-piles foundations. The relative displacement of flowing liquefied soil to piles effects the lateral force on piles and the failure of piles. In this study, a 4-piles model in liquefiable soil with two kinds of local slopes is simulated numerically by the 3-D dynamics FE-FD coupled method, in...
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