Research on some factors influencing the toppling stability in anti-inclined slope
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Research on some factors influencing the toppling stability in anti-inclined slope
Vol. 29, Issue S1, (2008)
作者机构:
1. 武汉大学 水资源与水电工程国家重点实验室,武汉,430072
2. 二滩水电开发有限责任公司,四川,成都,610051
作者简介:
基金信息:
DOI:
CLC:TU457
Online First:15 April 2016,
Published:2008
稿件说明:
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WEI Wei, DUAN Shao-hui, JIANG Qing-hui, et al. Research on some factors influencing the toppling stability in anti-inclined slope[J]. 2008, 29(S1).
DOI:
WEI Wei, DUAN Shao-hui, JIANG Qing-hui, et al. Research on some factors influencing the toppling stability in anti-inclined slope[J]. 2008, 29(S1).DOI:
Research on some factors influencing the toppling stability in anti-inclined slope
Toppling failure is one of the main failure modes in rock slope failure. At present
the G-B method put forward by Goodman and Bray is the main limit equilibrium method to solve the toppling failure. Although an idealized model is adopted in G-B method
the result of G-B method generally reflects the basic law of toppling failure. The relationships among the stability of rock slope
the dip angle and thickness of strata and the angle of cut slope are mainly discussed.