Slope back analysis based on slip surface depth under Mohr-Coulomb criterion

SUN Zhi-bin; YANG Xiao-li; ZHANG Sheng; WANG Lu-lu

English Version Journal Login

您当前的位置：

首页 >

文章列表页 >

Slope back analysis based on slip surface depth under Mohr-Coulomb criterion

更新时间：2026-06-25

- Slope back analysis based on slip surface depth under Mohr-Coulomb criterion
- Vol. 35, Issue 5, (2014)
- 作者机构：
  
  1. 合肥工业大学交通运输工程学院,合肥,230009
  2. 中南大学土木工程学院,长沙,410074
  3. 国防科技大学指挥军官基础教育学院,长沙,410072
- 作者简介：
- 基金信息：
- DOI：
  CLC： TU443
- Online First：09 June 2014，
  
  Published：2014
- 稿件说明：
移动端阅览
SUN Zhi-bin, YANG Xiao-li, ZHANG Sheng, et al. Slope back analysis based on slip surface depth under Mohr-Coulomb criterion[J]. 2014, 35(5).
DOI：

SUN Zhi-bin, YANG Xiao-li, ZHANG Sheng, et al. Slope back analysis based on slip surface depth under Mohr-Coulomb criterion[J]. 2014, 35(5). DOI：

摘要

利用上限定理与强度折减法，提出了一种新的边坡反分析方法。该方法基于边坡的滑动面形状，不需要位移、应力等监测数据。分析边坡的临界滑动面位置与强度参数的关系，可以发现，当边坡的几何形状、土体重度以及孔隙水压力分布确定，则临界滑动面的形状只与土体黏聚力、内摩擦角的关系式有关，并在此基础上引入边坡的无量纲系数。利用极限分析上限定理与强度折减法，得到了边坡临界滑动面方程，提出了其深度的计算公式，建立了边坡值与滑动面深度的关系。通过已有边坡的反分析实例，验证了方法的正确性和有效性。

Abstract

Applying upper bound theorem and strength reduction method

a new approach for slope back analysis is proposed. This method is based on the location of slip surface

not the displacement and stress. The relationship between the location of critical slip surface and strength parameter is analyzed. When the geometry

unit weight

pore pressure of a homogeneous soil slope are given

and cohesion the critical slip surface was only related to expression with cohesion and friction angle . Thus

the slope strength parameter can be back analyzed through slip surface depth and the dimensionless parameter is introduced on that basis. The formulation of slope slip surface is obtained by upper bound theorem of limit analysis and strength reduction method. Calculation formula for critical slip surface is presented and the relationship between the slip surface depth at a certain position and the magnitude of is built. The existing slope engineering example is tested

and the effectiveness of this method is showed.

关键词

Keywords

references

Views

1801

下载量

CSCD

Alert me when the article has been cited

提交

Tools

Publicity Resources

Analysis of stability diagram of rock bedded slope under hydraulic pressure

Study of boundaries of membership function values for slope fuzzy reliability analysis

Research on deformation failure mechanism and stability of slope rock mass containing multi-weak interlayers

Analysis of critical rotation angle of homogeneous soil slopes instability aroused by seismic action

Study of deformable block discrete element method based on SEM

Related Author

XIA Kai-zong

CHEN Cong-xin

LU Zu-de

SONG Ya-fen

ZHOU Yi-chao

LUO Xin-ting

ZHANG Yong-jie

LI You-jun

Related Institution

State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences

College of Civil and Architecture Engineering, Guizhou University

School of Civil Engineering and Architecture, Changsha University of Science and Technology

State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences

State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin University

AI问答

⁰