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The model is verified by simulating the seismic response of saturated clay subsoil.
通过对饱和软黏土地基的地震响应的模拟来检验模型的有效性。
The elasto viscoplastic constitution has been employed for 3D FEM programming of soft saturated clay in Shanghai.
采用适用于上海饱和软土的非线性粘弹塑性模型，研制了三维有限元软件。
Study of the consolidation and deformation characteristics of saturated clay under self-weight by centrifuge model is described.
本文通过离心试验，研究了饱和粘土在考虑土体自重应力作用下的固结变形特性。
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