摘要
从地基模型的角度入手分别以弹性半空间、有限层和弹塑性三种地基模型对桩土的共同作用进行了探讨分析 ,通过对一个实际算例的计算分析初步地分析了不同地基模型下的计算结果 ,与资料的印证证明了结果的正确性并得出一些结论。
This paper has analyzed the interaction of soil and pile group from the soil model side,and by analysis of the data got by calculation of an actual example,some conclusions are drew.
