Improvement of pseudo-static method for slope stability analysis

LV Qing-feng; YIN Zong-ze; WANG Shu-hua; JI Feng-ling

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Improvement of pseudo-static method for slope stability analysis

更新时间：2026-06-25

- Improvement of pseudo-static method for slope stability analysis
- Vol. 26, Issue S1期　刊出日, (2005)
- 作者机构：
  
  1. 河海大学岩土研究所,南京,210098
  2. 兰州大学资源环境学院,兰州,730000
- 作者简介：
- 基金信息：
- DOI：
  CLC： TU457
- Online First：15 December 2005，
  
  Published：2005
- 稿件说明：
移动端阅览
LV Qing-feng, YIN Zong-ze, WANG Shu-hua, et al. Improvement of pseudo-static method for slope stability analysis[J]. 2005, 26(S1期　刊出日).
DOI：

LV Qing-feng, YIN Zong-ze, WANG Shu-hua, et al. Improvement of pseudo-static method for slope stability analysis[J]. 2005, 26(S1期　刊出日). DOI：

摘要

拟静力法简单适用，在地震边坡稳定分析中发挥了很大作用，积累了较丰富的经验。传统上滑动体都是按竖向条分的。考虑地震惯性力时，竖向条分在计算地震惯性力和抗滑力矩时存在计算上的不合理，从而使地震惯性力与实际值有误差，抗滑力矩偏小。而考虑地基中的地震荷载时，安全系数的计算结果是不确定的，没有一个客观的最小安全系数计算结果。在分析了误差产生的机理后，对拟静力法的计算进行了改进。算例表明，改进后拟静力法计算结果是合理的。

Abstract

Static method of slope stability analysis is simple and play a distinctive role in slope seismic stability. Sliding mass is traditionally divided by vertical slice. Errors should be induced in calculating horizontal seismic inertial force and anti-sliding moment according to vertical slice. Considering horizontal seismic inertial force in foundation

safety factor is uncertain. The cause of errors and uncertain is analyzed

and an improved method is put forward. Calculating sample shows the improved method is reasonable.

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Related Author

LV Qing-feng1

YIN Zong-ze2

WANG Shu-hua2

HU Rui-lin

WANG Xin-Zheng

ZHANG Jian

WEN Chang-ping

Related Institution

兰州大学资源环境学院南京210098兰州大学资源环境学院

Key Laboratory of Engineering Geomechanics, Institute of Geology and Geophysics, Chinese Academy of Sciences

Department of Civil Engineering, Nanyang Normal University

School of Civil Engineering and Mechanics, Central South University of Forestry and Technology

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