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作 者:王鑫 许万忠[1] 罗启忠 WANG Xin;XU Wan-zhong;LUO Qi-zhong(Faculty of Land Resource Engineering,Kunming University of Science and Tecnology,Kunming 650093,China;Yunnan Land And Resources Vocational College,Kunming 652501 ,China)
机构地区:[1]昆明理工大学国土资源工程学院,昆明650093 [2]云南国土资源职业学院,昆明652501
出 处:《地质灾害与环境保护》2019年第1期10-18,共9页Journal of Geological Hazards and Environment Preservation
摘 要:滑坡是一种分布广泛、多发性的地质灾害,对人民生命财产和各项社会活动以及资源造成极大的损失,因此加强对滑坡稳定性和治理的研究是十分必要的。本文以西寺村滑坡为研究对象,在勘查钻探等资料的基础上,采用GEO5软件,运用毕肖普法对3-3′剖面进行稳定性计算,计算出天然、暴雨、地震3种工况下的稳定性系数,在利用MIDAS软件对滑坡的3种工况进行验算,并将计算结果进行对比分析,得出该滑坡在暴雨工况下处于不稳定状态,存在再次滑动失稳的可能。Landslide is a widespread,multiple geological hazard,which will cause great losses to people’s lives,property and social activities and resources. Therefore,it is necessary to strengthen the study of landslide stability and control. In this paper,Xi Si Cun landslide as the research object,on the basis of exploration drilling data,the GEO5 software is used to calculate the stability of the 3-3′proflie by using the Bishop method to calculate the stability under three conditions of natural,heavy rain and earthquake. The MIDAS software is used to check the three working conditions of the landslide,and the calculation results are compared and analyzed. It is concluded that the landslide is in an unstable state under heavy rain conditions,and there is the possibility of re-sliding instability.
关 键 词:地质灾害 滑坡 GEO5软件 MIDAS软件 稳定性分析与评价
分 类 号:P642.22[天文地球—工程地质学]
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