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。
Guandi 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.
出处
《重庆交通大学学报（自然科学版）》
CAS
北大核心
2011年第A01期682-685,共4页
Journal of Chongqing Jiaotong University(Natural Science)
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
Guandi Temple landslide
landslide characteristics
stability analysis
control project selection
auti-slide pile
作者简介
任鸿凌（1986-），男，四川南充人，助理工程师，主要从事地质灾害防治方面的工作。E-mail：rh1100v@163．com。
