对刚性桩复合地基承载力的概率特性进行了分析。
The probability characteristics of bearing capacity of rigid pile composite foundation is analyzed.
通过分析桩土垫层相互作用，讨论了刚性桩复合地基的沉降特性。
With analysis of interaction of piles, soil and cushion, settlement characteristics of the rigid pile composite foundation is discussed.
针对竖向传播的SV波作用下刚性桩复合地基的动力反应，在振型分解反应谱法的理论基础上，提出一种基于有限元分析的拟静力方法。
Based on the finite element method and the theory of mode superposition, a quasi-static calculation method for the seismic response of rigid pile composite foundation under SV wave is presented.
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