摘要
建坪乡庙梁子滑坡属中型土质滑坡,滑坡体地表及房屋出现多处变形现象,在降雨等不利因素的影响下,滑坡可能产生更大变形,进而影响滑坡体上居民安全及滑坡体前缘在建道路安全。根据滑坡变形特征,确定滑坡的变形模式为牵引式;结合滑坡稳定性分析及保护对象,确定了由抗滑桩工程和地表排水工程组成的综合治理措施。
Miaoliangzi landslide in Jianping Town belongs to medium-sized soil landslide,and multiple deformation phenomena on the surface and housing of this landslide.Under the influence of unfavorable factors such as rainfall,the landslide may produce greater deformation.It will further affect the safety of residents on the landslide and the safety of the road in construction at the front of the landslide.According to the deformation characteristics of landslide,it is determined that the deformation mode of this landslide is retrogressive landslide.Combined with stability analysis of the landslide and protection object,the comprehensive treatment measures consisting of anti-slide pile engineering and surface drainage engineering are determined.
作者
任鸿凌
陈隆刚
REN Hong-ling(208 Hydrogeology & Engineering Geology Team of Chongqing Bureau of Geology and Minerals Exploration,Chongqing 400700,China)
出处
《长春工程学院学报（自然科学版）》
2019年第1期74-77,共4页
Journal of Changchun Institute of Technology：Natural Sciences Edition
关键词
庙梁子滑坡
变形模式
牵引式滑坡
稳定性分析
排水工程
抗滑桩
Miaoliangzi landslide
deformation mode
retrogressive landslide
stability analysis
drainages
anti-slide pile
