Numerical solution of simplified Bishop method for
stability analysis of soil slopes

DAI  Zi-hang; SHEN Pu-sheng

English Version Journal Login

您当前的位置：

首页 >

文章列表页 >

Numerical solution of simplified Bishop method for stability analysis of soil slopes

更新时间：2026-06-25

- Numerical solution of simplified Bishop method for stability analysis of soil slopes
- Vol. 23, Issue 6, (2002)
- 作者机构：
  
  湖南大学土木工程学院,湖南,长沙,410082
- 作者简介：
- 基金信息：
- DOI：
  CLC： TU432;TB115
- Online First：04 September 2016，
  
  Published：2002
- 稿件说明：
移动端阅览
DAI Zi-hang, SHEN Pu-sheng. Numerical solution of simplified Bishop method for stability analysis of soil slopes[J]. 2002, 23(6).
DOI：

DAI Zi-hang, SHEN Pu-sheng. Numerical solution of simplified Bishop method for stability analysis of soil slopes[J]. 2002, 23(6). DOI：

摘要

建立了适于边坡稳定分析简单的平面直角坐标系，得到了该坐标系下的边坡稳定分析瑞典圆弧法的积分表达式，与张天宝法进行了验证和对比；提出了基于边坡稳定分析简化Bishop法原理的积分法，推导了其安全系数Fs积分表达式，编制了数值积分计算和图形处理程序，并进行了工程应用，实践证明该方法的正确性。

Abstract

A right angle plane coordinate system that is applicable to analyze the stability of soil slopes is set up. The integral formulae of the stability analysis are obtained based on the Sweden slip circular method. It has been verified and compared with Zhang Tianbao method. The integral method based on the principle of the simplified Bishop method is presented to analyze the stability of slopes. The integral formula of the safety factor is deduced. The numerical calculation and figure treatment are programmed. An engineering example is coted to prove the correctness of this method.

关键词

Keywords

references

Views

1242

下载量

CSCD

Alert me when the article has been cited

提交

Tools

Publicity Resources

冻融循环对泥炭土力学特性及微观结构演化的影响研究

压缩空气储能储气库密封钢板厚度选择方法探讨

花岗岩残积土双向循环直剪试验及离散元法模拟

考虑锚固光缆-土体耦合的地面塌陷试验研究

低频扰动下含孔砂岩渐进破裂演化及力学响应特征

Related Author

KONG De-quan

WAN Rong

YAN Tian-you

LI Tong-chun

ZHAO Lan-hao

DAI Miao-lin

ZHOU Gui-yun

WU Jun-hua

Related Institution

School of Civil Engineering, Xi’an University of Architecture & Technology

School of Municipal & Environmental Engineering, Xi’an University of Architecture & Technology

State Key Laboratory of Hydrology, Water Resources and Hydraulic Engineering, Hohai University

College of Water Conservancy and Hydropower Engineering, Hohai university

Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University

AI问答

⁰