Pile foundation in the dock structure project has a complex stress character, which is a typical passive pile-soil interaction problem.
岸坡码头中高承台桩基，其受力特点复杂，是一个典型的被动桩与岸坡相互作用问题。
Based on a two-stage method, a simple elastoplastic solution was outlined for computing the lateral response of passive pile subjected to surcharge action.
采用两阶段分析方法，提出了堆载与邻近桩基相互作用的弹塑性解。
The pile-soil interaction behavior of passive pile under soft soil movement action was analyzed using plain strain finite element analysis including the plasticity and large strain of soil.
采用平面应变有限元方法，对土体运动作用下的被动桩桩土相互作用进行分析。
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