The excess pore water pressure of saturated soft clay foundation caused by pile pushing is obvious.
饱和软粘土地基沉桩过程中桩土挤压所引起的桩周土体超孔隙水压力效应是非常显著的。
It was shown that saturated soft clay was easier to fail under traffic loading induced dynamic stress.
研究结果说明，交通荷载引起的动应力作用下，饱和软黏土更容易破坏。
Saturated soft clay has been remolded by use of a vacuum preloading device made by researchers themselves.
运用真空预压原理，采用自行研制的真空预压设备制备重塑饱和软粘土试样。
The dynamic consolidation technology has been used in our country since 1978, and recently has been used in ground treatment of saturated soft clay.
强夯法地基处理技术1978年开始在我国推广应用，现已拓展到饱和软黏土的地基处理中。
By conducting stress controlled cyclic triaxial test, in this paper, the behavior of saturated soft clay under the action of undrained cyclic load being studied.
本文通过应力控制式循环三轴试验，研究了饱和软粘土在不排水循环荷载作用下的性状。
The two dimensional formulas of viscous elastic BIOT's consolidation FEM based on MERCHANT's model are presented to calculate settlement of saturated soft clay ground.
基于MERCHANT粘弹性模型，建立软土地基沉降二维粘弹性BIOT固结有限元计算公式；
It is shown that the new model can preferably depict the deformation, pore pressure variation and modulus damage of the saturated soft clay subjected to the cyclic loading.
结果表明，提出的模型能较好地描述饱和软黏土在循环荷载作用下的变形、孔压变化及模量损伤过程。
On the basis of considering the factors influencing the cyclic characteristics, a pore pressure increase model suitable to the saturated soft clay of Shanghai has been established.
在考虑影响循环特性因素的基础上，建立了一种适合上海地区饱和软粘土孔隙水压力的增长模型。
This paper have studied consolidation properties based on saturated soft clay test, and draw some conclusion, which is significant for design and engineering practice of marine ooze foundation.
本文根据大量室内试验成果，分析了淤泥的微观结构、应力应变关系以及固结特性，得出了一些规律性结论，对于软粘土地基的理论设计与工程实践有重要的指导意义。
The analytical method and corresponding conclusions gained have more important theoretical meaning and practical values in the design and construction of deep foundation pit in saturated soft clay.
其方法和结论对软土深基坑的设计与开挖具有较为重要的理论意义与实用价值。
The elasto viscoplastic constitution has been employed for 3D FEM programming of soft saturated clay in Shanghai.
采用适用于上海饱和软土的非线性粘弹塑性模型，研制了三维有限元软件。
Based on the laboratory dynamic consolidation tests of saturated oozy soft clay under impact loading, the dynamic response characteristics of pore water pressure were analyzed.
通过室内淤泥质饱和软粘土的动力固结试验，考虑不同锤重和落距组合情况，对冲击荷载作用下饱和软粘土孔隙水压力的动态响应特征进行分析。
The method has also been increasingly widely used in various types of soft foundation reinforcement. However , there is dispute on its use in saturated clay foundation.
但是，对于含水量很高的饱和软粘性土能否使用动力固结法在国内外有很大争议。
The method has also been increasingly widely used in various types of soft foundation reinforcement. However , there is dispute on its use in saturated clay foundation.
但是，对于含水量很高的饱和软粘性土能否使用动力固结法在国内外有很大争议。
应用推荐