土与结构的相互作用由一种可以描述界面滑移、脱开及闭合的有厚度薄层单元模拟。

Slip-elements were employed to describe the soil-structure interaction behavior in the geosynthetic-reinforced soil(GRS) retaining wall.

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同时也证明了将土与结构的相互作用理论应用于锚杆(索)抗滑桩的研究是完全可行的。

At the same time, it also proved that it is feasible to apply the theory of the structure-soil interaction to management and design of landslide hazard.

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给出了密肋壁板结构与地基土相互作用的受力特性及筏板应力分布规律、基底土反力的分布规律和地基的沉降规律。

Then summarizes the mechanics characteristic of MRS and foundation soil and the distribution of raft stress and the foundation settlement laws.

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