基于作者提出的饱和土弹性波动方程，研究了饱和地基上含刚核弹性圆板在竖向集中谐和力作用下的振动特性。
A study of the vertical vibration of a flexible plate with rigid core resting on saturated ground is presented in this paper.
根据刚塑性体的静力平衡条件，推导了方形浅基础地基承载力的理论解。
A new theoretical solution of shallow square foundation is presented based on static equilibrium of rigid-plasticity body.
在现场试验基础上对条形基础下刚-柔性桩复合地基进行有限元模拟分析。
The composite foundation with rigid-flexible piles under strip foundation is analyzed by FEM on the basis of field tests.
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