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开县南山滑坡成因机制及稳定性分析
引用本文:杨勇,苏培东,李作兵.开县南山滑坡成因机制及稳定性分析[J].路基工程,2012,0(3):146-150.
作者姓名:杨勇  苏培东  李作兵
作者单位:1.西南石油大学资源与环境学院,四川新都 610500
摘    要:在收集开县地质结构、地形地貌以及水文地质等资料的基础上,研究了开县南山滑坡的滑体、滑带、滑床特征,得出其为一典型的顺层岩质滑坡;并分析了该顺层岩质滑坡的形成机制。而后确定权重因子利用极限平衡法计算得知,滑坡目前基本稳定,但在暴雨和地震工况下滑坡处于不稳定状态。通过敏感性分析可知,内摩擦角φ值是影响滑坡稳定性最为敏感的因素,必须治理。

关 键 词:南山滑坡    滑坡特征    影响因素    成因机制    极限平衡法    内摩擦角    稳定性
收稿时间:2019-11-10

Analysis on Genetic Mechanism and Stability of Nanshan Landslide in Kaixian County
Authors:YANG Yong  SU Pei-dong  LI Zuo-bing
Institution:1. School of Resources and Environment Engineering, Southwest Petroleum University, Xindu 610500, Sichuan, China; 2. CECEP Construction Engineering Design Institute Limited Company, Chengdu 610052, China)
Abstract:Based on the collected materials with respect to geologic structure, topography and hydrogeology of Kaixian County, the characteristics of sliding mass, sliding band and sliding bed at Nanshan Landslide in the County is studied, and then it is concluded to be a typical bedding rock landslide and its genetic mechanism is also analyzed. By use of weight factors and limit equilibrium method, the landslide is known to be stable basically but instable in case of heavy rain and seism. Through sensibility analysis, it is known that the angle ~o of internal friction is the most sensitive factor affecting the landslide stability, which had to be treated.
Keywords:Nanshan rock landslide  landslide characteristics  affecting factor  genetic mechanism  limitequilibrium method  angle of internal friction  stability
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