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 ofsoil.
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。
2
In this paper, calculating formula for finite earth pressure is presented based on the upper bound theory ofsoilplasticity.
本文基于土的塑性上限理论，给出一种有限土体土压力的计算公式，并与朗肯土压力计算结果进行了对比分析。
3
The existence of the organic matter leads to the soil high plasticity, high contractility, high compressibility, low permeation coefficient and low strengths.