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节理化岩质边坡随机结构面有限元和离散元耦合计算方法研究
Authors
刘天苹
刘晓宇
李世海
Publication date
1 January 2014
Publisher
Abstract
针对节理化岩质边坡节理面发育的特点,在连续–非连续离散单元法的基础上,自主编程实现随机结构面网格的有限元和离散元耦合计算模型。与有限元计算对比:弹性阶段计算结果基本一致,验证弹性阶段计算的有效性。与极限平衡法对比:在假定滑面各点同时达到承载极限的条件下,通过滑面平均应力得到与极限平衡法相差甚微的安全系数,再次验证应力计算的有效性,同时证明极限平衡法对应的是坡体的平均应力状态;由于计算模拟的是边坡破坏演化过程,在不采用极限平衡原理的条件下,即使是极限平衡判断稳定的边坡,也可能得到发生渐进破坏导致失稳的计算结果。模拟分析2001年发生的武隆滑坡,得到的结果与实际滑坡演化过程相吻合。坡体渐进破坏的计..
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Institute Of Mechanics,Chinese Academy of Sciences
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Last time updated on 29/12/2019