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

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】

：

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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