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和平沟滑坡风险性评价
引用本文:赵其华,彭社琴,孙钧.和平沟滑坡风险性评价[J].山地学报,2002,20(5):611-615.
作者姓名:赵其华  彭社琴  孙钧
作者单位:1. 成都理工大学工程地质研究所,四川,成都,610059;同济大学岩土工程研究所,上海,200092
2. 成都理工大学工程地质研究所,四川,成都,610059
3. 同济大学岩土工程研究所,上海,200092
基金项目:博士后基金资助 (工程作用诱发边坡地质灾害的机理研究 )
摘    要:本文从工程可靠性出发,对和平沟滑坡可能的失稳规模、方式及其危害性进行了深入分析。初步估算出该滑坡的危险性(风险)概率,否定了该滑坡治理的必要性,从而为国家节约了可观的建设资金。这一分析思路地其他工程有一定的借鉴意义。

关 键 词:滑坡  稳定性分析  风险分析  失稳  变形监测  地质环境
文章编号:1008-2786(2002)05-0611-05
修稿时间:2002年3月18日

Risk Analysis of He-Ping-Gou Land Slide
ZHAO Qi hua ,PENG She qin ,SUN Jum.Risk Analysis of He-Ping-Gou Land Slide[J].Journal of Mountain Research,2002,20(5):611-615.
Authors:ZHAO Qi hua  PENG She qin  SUN Jum
Institution:ZHAO Qi hua 1,PENG She qin 1,SUN Jum 2
Abstract:In order to estimate the treatment engineering of He Ping Gou landslide,the risk of the landslide was studied in this paper.By site investigation,ground crack inspecting and monitoring the landslide deformation in drill,the instability scale,the failure pattern and the likely damage it might caused while sliding was deeply analyaed.Abide by the thought of engineering reliability,we figure out the dangerous probability roughly,and reach the conclusion of unnecessary treatment for He Ping Gou landslide,This saved a quantity of building fund for our country.Abouve all, the ananlysis clue of this paper was useful for other geological hazard preservation reference.
Keywords:landslide  stability analysis  risk analysis  
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