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1)  sloped weak ground
斜坡软弱地基
1.
Engineering behavior of subgrade embankments on sloped weak ground based on strength reduction FEM;
基于强度折减法的斜坡软弱地基填方工程特性分析
2.
Research purpse: To study the behavior of subgrade embankments on sloped weak ground in southwestern mountainous regions.
研究目的:为解决近年来在西南山区铁路工程实践中所遇到的斜坡软弱地基填方工程存在的易滑塌失稳的问题。
2)  sloping poor ground
斜坡软弱土地基
1.
It is worth showing solicitude for the stability and deformation of the subgrade on the sloping poor ground.
斜坡软弱土地基是针对工程实际提出的,主要指地面表层或硬层底部呈一定坡度的软弱土地基,在西南丘陵山区较为常见。
3)  slope soft-soil foundation embankment
斜坡软弱土地基路堤
4)  Slope with soft base
软弱基座型斜坡
5)  Inclined weak foundation
倾斜软弱地基
6)  sloping ground
斜坡地基
1.
Calculation of low limit solution of sloping ground ultimate load capacity;
斜坡地基极限承载力下限解计算
2.
A Study on Seismic Bearing Capacity of Sloping Ground Based on Unified Strength Theory;
基于统一强度理论斜坡地基动承载力研究
3.
In this paper, a numerical simulation is conducted, which is based on the test data of the model experiment of sloping ground with the help of the MARC program.
本文利用斜坡地基模型试验的试验数据,用MARC软件进行了斜坡地基模型试验的数值模拟,分析了平地地基、临坡地基和斜坡地基的承载力特性,研究了变形模量、容重、泊松比、内摩擦角、应力应变特性、斜坡坡度、基础的相对坡顶距及其相对埋深等因素对斜坡地基承载力性能的影响。
补充资料:软弱结构面
      摩擦系数较小,长度较大,充填粘土、泥和岩石碎块的结构面(见岩体结构)。
  

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