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四川地震灾区某滑坡稳定性分析及治理工程方案比选
引用本文:穆启超,王万迁,蔡铁刚.四川地震灾区某滑坡稳定性分析及治理工程方案比选[J].安全与环境工程,2011,18(4):11-16.
作者姓名:穆启超  王万迁  蔡铁刚
作者单位:河南省地质矿产勘查开发局第一地质调查队,河南洛阳,471023
摘    要:本文从四川地震灾区某滑坡体地质环境背景条件出发,在分析了该滑坡体的工程地质特征的基础上,对该滑坡的稳定性进行了分析,并根据滑坡结构特征及威胁对象,对该滑坡治理方案进行了比选,选取5个比较因子进行定性分析,最终得出了其治理工程的优化方案.

关 键 词:滑坡  稳定性分析  抗滑桩  治理方案  比较因子  四川地震灾区

Stability Analysis of Landslide and Management Engineering Schemes in Sichuan Earthquake Area
MU Qi-chao,WANG Wan-qian,CAI Tie-gang.Stability Analysis of Landslide and Management Engineering Schemes in Sichuan Earthquake Area[J].Safety and Environmental Engineering,2011,18(4):11-16.
Authors:MU Qi-chao  WANG Wan-qian  CAI Tie-gang
Institution:MU Qi-chao,WANG Wan-qian,CAI Tie-gang(First Geological Survey Team,Henan Bureau of Geology and Mineral Exploration andDevelopment,Luoyang 471023,China)
Abstract:This paper described the engineering geological characteristics of landslide.In order to clarify the landslide geological environment conditions,the slope instability and variation trend were analyzed.According to the conditions of landslide and the potential threat,several management schemes were designed.By comparing the management schemes and selecting the comparative factors,qualitative analysis was made for attaining the priori management schemes.
Keywords:landslide  stability analysis  anti-slide pile  management engineering schemes  comparative factor  Sichuan earthquake area  
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