Review of deformation mechanism and stability analysis of anti-dipped rock slopes

TAN Ru-jiao; YANG Xu-zhao; HU Rui-lin

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Review of deformation mechanism and stability analysis of anti-dipped rock slopes

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- Review of deformation mechanism and stability analysis of anti-dipped rock slopes
- Vol. 30, Issue S2, (2009)
- 作者机构：
  
  1. 天津市市政工程设计研究院,天津,300201
  2. 中国科学院地质与地球物理研究所,北京,100029
- 作者简介：
- 基金信息：
- DOI：
  CLC： TU457
- Online First：21 June 2011，
  
  Published：2009
- 稿件说明：
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TAN Ru-jiao, YANG Xu-zhao, HU Rui-lin. Review of deformation mechanism and stability analysis of anti-dipped rock slopes[J]. 2009, 30(S2).
DOI：

TAN Ru-jiao, YANG Xu-zhao, HU Rui-lin. Review of deformation mechanism and stability analysis of anti-dipped rock slopes[J]. 2009, 30(S2). DOI：

摘要

随着人类工程活动的日益频繁及范围的扩大，在国内外的水利水电、矿山、铁路、城市环境灾害等方面都出现了大量反倾向边坡失稳破坏的灾难性事故，然而这种广泛存在的反倾向岩体边坡的工程地质问题在二十世纪六十年代初才逐步被人们认识到和加以研究。本文就国内外反倾岩体边坡变形机制与规律认识，以及解析解、数值模拟和物理模拟等稳定性评价方法的研究进展进行了系统总结，对有待深入思考的问题和可能的研究途径进行了探讨

Abstract

As human engineering activities become more frequent and the scales expand more and more broadly

a large number of catastrophic accidents induced by the instability and destruction of the anti-dipped slopes in the world

that accidents occur in a variety of engineering projects such as hydraulic projects and hydropower stations

mines

railways and urban environments. But such comprehensive engineering geological problems were gradually being recognized and studied in the early 1960s. A comprehensive review of the worldwide research on the deformation mechanism and stability analysis methods of the anti-dipped rock slopes is put forward. Finally

the existing problems and further study direction are discussed.

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