Study of influential factors on stability of bedding rock slopes

MENG Gang; YU Zhi-xiong

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Study of influential factors on stability of bedding rock slopes

更新时间：2026-06-25

- Study of influential factors on stability of bedding rock slopes
- Vol. 26, Issue S2, (2005)
- 作者机构：
  
  武汉大学水资源与水电工程科学国家重点实验室,武汉,430072
- 作者简介：
- 基金信息：
- DOI：
  CLC： TU457
- Online First：16 December 2005，
  
  Published：2005
- 稿件说明：
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MENG Gang, YU Zhi-xiong. Study of influential factors on stability of bedding rock slopes[J]. 2005, 26(S2).
DOI：

MENG Gang, YU Zhi-xiong. Study of influential factors on stability of bedding rock slopes[J]. 2005, 26(S2). DOI：

摘要

层状岩体抗剪强度具有各向异性的特点，在分析顺层岩质边坡的稳定性与剪切滑动面方向上需要考虑值方向性变化的影响。首先提出层状岩体值的表达式，然后在此基础上选用一顺层边坡作为实例，分别计算分析了坡高、岩层面倾角、坡顶堆载特别是强度参数值各向异性对边坡稳定以及剪切面方向的影响。

Abstract

The shear strength of layered rocks possesses anisotropic characteristics. So in studing the slope stability and shear failure orientation the changes of with the layered directions should be considered. The expression of for layered rocks are proposed. Based on the expression

taking a bedding rock slope for example

the influences of changes of slope height

orientation of cleavage plane

loads on top of slope and specially on the stability and shear failure orientation are calculated and analyzed.

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