山东国土资源2016，Vol.32Issue(10)：75-78,4.
基于塑性力学极限法的赵树岭滑坡稳定性分析
Stability Analysis of Zhaoshuling Landslide Based on Plasticity Mechanics Limit Method
许忆1
作者信息
- 1. 浙江华东建设工程有限公司，浙江 杭州 310014
- 折叠
摘要
Abstract
It is assumed that sliding surface of landslide achieves the plastic limit state when it is in the state of ex⁃treme sliding based on plastic mechanics and limit analysis theory. All of the sliding surface and vertical planes of slope change part of sliding surface are all velocity discontinuity surfaces. On this basis, internal and external force power balance equation is established by the principle of virtual work, and then the expression of landslide’ s factor of stability is obtained based on the plastic limit analysis. The Zhaoshuling landslide in the three gorges reservoir re⁃gion is selected as the case study, and the factor of stability of the Zhaoshuling landslide is 1.14 according to the plastic limit analysis method, the calculation results show that Zhaoshuling landslide is generally stable, but the sta⁃bility is not very enough.关键词
滑坡/稳定性/塑性力学/极限分析Key words
Landslide/stability/plastic mechanics/limit analysis分类
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许忆..基于塑性力学极限法的赵树岭滑坡稳定性分析[J].山东国土资源,2016,32(10):75-78,4.
