Three dimension numerical model was set up to discuss the soil arching effect of passive piles due to soil lateral displacement.
采用三维数值模型模拟土体水平位移条件下被动桩的成拱效应。
However, when it is used in soft soil, particular attention should be paid to "time-space effect" and foundation pit will have big slope displacement and bound...
但在软弱土层中采用尤其要重视“时空效应”，且基坑边坡的位移及周边的沉降较大。
Then, the effect of model parameters on displacement of soil and inner stress and displacement of bearing pile were discussed and rule of pit deformation was studied too.
讨论模型参数对土体变形及支护桩变形与内力的影响和基坑变形规律的研究；
Numerical examples illustrate the effect of soil-structure interaction on the structures, and deformations of a structure compared with rigid body displacement under gravity second order action.
数值算例表明，土-结构动力相互作用对结构的位移产生较大的影响，由此所引起的重力二阶效应可能使结构抗倾覆性能偏于不安全。
It is a simple and effective way to analyze soil mechanical properties by means of earth pressure model considering time-displacement effect and back-analysis based on site test data.
采用考虑时间和位移效应的土压力模型和基于现场实测资料的反分析方法来分析土体受力特性，是简单且行之有效的。
The weaker the soil, the greater the effect of the vertical load on the lateral displacement at the pile top.
在土质条件较好的情况下竖向荷载对桩顶侧移的有利影响不如土质条件较差时那样明显。
The weaker the soil, the greater the effect of the vertical load on the lateral displacement at the pile top.
在土质条件较好的情况下竖向荷载对桩顶侧移的有利影响不如土质条件较差时那样明显。
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