摘要
位于印度尼西亚某地区的某工程滑坡场地周围地形以低山丘陵为主,地形地貌形态较复杂。分析介绍了该工程的滑坡诱因和计算过程,通过设置抗滑桩、锚索、分级放坡、卸载等措施解决滑坡问题,并要做好边坡排水设施。
The topography around the landslide site in the area of a Indonesia project is mainly low hills and hills, the form of topogra phy and geomorphology is a little complex. The cause and calculation process of landslide in this project are introduced, and the land slide problem is solved by setting anti slide pile, anchorage cable, grading and unloading, unloading and so on, and the drainage facili ties of slope should be done well.
作者
陈燕
Chen Yan(Sinoma International Engineering Co.,Ltd(Nanjing),Nanjing,211100,China)
出处
《水泥工程》
CAS
2018年第4期80-81,90,共3页
Cement Engineering
关键词
滑坡
治理
剪切破坏
工程地质
地基土
landslide
eonrol
shear failure
engineering geology
foundation soil