Limit equilibrium method for slope stability based on assumed stress on slip surface

来源 :Journal of Central South University | 被引量 : 0次 | 上传用户：chmwingflying

【摘要】

：

In the limit equilibrium framework, two- and three-dimensional slope stabilities can be solved according to the overall force and moment equilibrium conditions

【作者】

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邓东平赵炼恒李亮

【机构】

：

SchoolofCivilEngineering

【出处】

：

Journal of Central South University

【发表日期】

：

2016年11期

【关键词】

：

边坡稳定性极限平衡法初始应力边坡安全系数简化BISHOP法滑面边坡稳定分析平衡条件 two-dimensional slope three-di

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In the limit equilibrium framework, two- and three-dimensional slope stabilities can be solved according to the overall force and moment equilibrium conditions of a sliding body. In this work, based on Mohr-Coulomb(M-C) strength criterion and the initial

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Limit equilibrium method for slope stability based on assumed stress on slip surface

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