Slope stability analysis based on 3-D nonlinear finite element method

LIU Yao-ru; YANG Qiang; XUE Li-jun; ZHOU Wei-yuan

English Version Journal Login

您当前的位置：

首页 >

文章列表页 >

Slope stability analysis based on 3-D nonlinear finite element method

更新时间：2026-06-25

- Slope stability analysis based on 3-D nonlinear finite element method
- Vol. 28, Issue 9, (2007)
- 作者机构：
  
  清华大学水沙科学与水利水电工程国家重点实验室,北京,100084
- 作者简介：
- 基金信息：
- DOI：
  CLC： TU443
- Online First：15 October 2013，
  
  Published：2007
- 稿件说明：
移动端阅览
LIU Yao-ru, YANG Qiang, XUE Li-jun, et al. Slope stability analysis based on 3-D nonlinear finite element method[J]. 2007, 28(9).
DOI：

LIU Yao-ru, YANG Qiang, XUE Li-jun, et al. Slope stability analysis based on 3-D nonlinear finite element method[J]. 2007, 28(9). DOI：

摘要

刚体极限平衡法不能反映岩体中实际的应力分布，而基于有限元的强度折减系数法在判断收敛性方面存在一些问题。为了解决这些问题，采用多重网格法，分别建立用于有限元计算的结构网格和用于计算滑面稳定安全系数的滑面网格，可以方便地获得任意滑面或滑块的稳定安全系数，从而将非线性有限元和极限平衡分析结合起来。为了提高计算规模和计算精度，采用有限元并行计算程序TFINE.Pfem进行计算，分析了网格密度对计算结果精度的影响，并应用于锦屏高边坡的稳定分析中。与刚体极限平衡法结果的对比分析表明，由于考虑了计算过程中的非线性应力调整，该方法的计算结果比刚体极限平衡法偏大，而且更符合实际情况。

Abstract

The adjustment of nonlinear stress is not taken into account in the limit equilibrium analysis of rigid body; and it is difficult to judge the convergence of the shear strength reduction method with FEM. To solve these problems

based on multi-grid method

structure grid for nonlinear FEM and sliding surface grid for calculating safety factor were established separately. So the sliding safety factor of arbitrary sliding surface or sliding blocks can be obtained. Thus limit equilibrium analysis can be integrated with nonlinear FEM. To increase calculating scale and speed

a 3-D parallel finite element code based on element-by-element method

TFINE.Pfem

is developed and used. The influence on result precision by grid were analyzed. Then it is applied to the stability analysis of Jinping high slope. The contrast analysis show that the safety factor obtained from the method proposed is larger than that of limit equilibrium analysis of rigid body because of considering of adjustment of nonlinear stress. The method porposed is accord with real conditions.

关键词

Keywords

references

Views

1402

下载量

CSCD

Alert me when the article has been cited

提交

Tools

Publicity Resources

Study of slope stability under blasting vibration based on distribution of normal stress over slip surface

Influence of excess pore water pressure induced by pile driving on stability of warf slopes

Discussion on multiple solution of safety factor of a slope

Numerical analysis of the stability of slopes reinforced by live staking

Study of applications of meeting ant colony algorithm to search non-circular critical slip surface of slope

Related Author

LIU Hua-li

GONG Yun-xiang

LI Hong-wei

ZHU Da-yong

XU Ying

Li Tong-chun

Mo Jian-bing

LIU Hua-li

Related Institution

Engineering Institute of Corps of Engineers, PLA University of Science and Technology

School of Civil and Hydraulic Engineering, Hefei University of Technology

School of Naval Architecture and Ocean Engineering，Jiangsu University of Science and Technology

College of Water Conservancy and Hydropower Engineering, Hohai University

Zhenjiang Engineering Survey and Design Institute

AI问答

⁰