蒙特卡罗方法
安全系数
边坡稳定性分析
凝聚力(化学)
概率逻辑
打滑(空气动力学)
边坡稳定性
安全系数
数学
滑移线场
统计物理学
结构工程
岩土工程
工程类
地质学
物理
统计
剪切(地质)
岩石学
量子力学
航空航天工程
作者
Hongwei Fang,Yohchia Frank Chen,Zhenkun Hou,Guowen Xu,Jinchuan Wu
标识
DOI:10.1016/j.compgeo.2019.103398
摘要
A new instability criterion based on the slip-line field theory is proposed to conduct the probabilistic analysis of slope in a Monte-Carlo framework, and sensitivity studies were carried out to investigate the feasibility of the proposed criterion in deterministic and probabilistic analysis for a cohesion-frictional homogeneous slope. It is found that the slope is in the limiting equilibrium condition when the critical slope contour obtained from the slip-line field theory intersects with the slope at the toe of the slope. The proposed method makes no assumption about the critical failure surface in advance and can be used to quantify the stability of slopes. The factor of safety and critical failure surface agree well with those obtained from the Bishop’s simplified method, and the probability of failure calculated by the proposed method is close to those obtained from Direct MCS based on the Bishop’s simplified and the first-order reliability method (FORM). The proposed method does not need to calculate the factor of safety and critical failure surface for determining the probability of failure, which improves the computational efficiency.
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