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重庆市渝中区关帝庙滑坡防治方案研究
引用本文:任鸿凌,欧武涛.重庆市渝中区关帝庙滑坡防治方案研究[J].重庆交通大学学报(自然科学版),2011(Z1):682-685.
作者姓名:任鸿凌  欧武涛
作者单位:重庆市地质灾害防治工程勘查设计院
摘    要:关帝庙滑坡为中黏型推移式土质滑坡.根据滑坡特征、主导诱发因素和稳定性分析,针对滑坡失稳特征及保护对象,通过防治方案比选,最终确定了由抗滑桩工程和地表排水工程组成的综合治理方案.治理工程保证了滑坡体的稳定性,确保拟建关帝庙的建设安全.

关 键 词:关帝庙滑坡  滑坡特征  稳定性分析  防治方案比选  抗滑桩

Control Project of Guandimiao Landslide in Yuzhong Area of Chongqing
REN Hong-ling,OU Wu-tao.Control Project of Guandimiao Landslide in Yuzhong Area of Chongqing[J].Journal of Chongqing Jiaotong University,2011(Z1):682-685.
Authors:REN Hong-ling  OU Wu-tao
Institution:(Chongqing Exploration & Design Institute of Geological Hazard Control Engineering,Chongqing 400700,China)
Abstract:Cuandi Temple landslide is a medium-sticky thrust load caused one.Based on the study of the characteristics,the major trigger factors and the stability,finally the control project including the resistance pile project and the upper draining project was chosen by aiming at the instability characteristics and the protection target of the landslide after control project seleotion.The control project could ensure the stability of this landslide and the construction safety of Guandi Temple.
Keywords:Guandi Temple landslide  landslide characteristics  stability analysis  control project selection  auti-slide pile
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