摘要
根据戛洒镇耀南村滑坡的边界条件与滑坡体的变形破坏特征,分析了该滑坡的成因机制,提出了锚索地梁+一排抗滑桩的滑坡治理方案,并计算分析了滑坡的稳定性及工程设计效果,指出该滑坡体在整治后达到了预期的加固治理效果。
According to the boundary conditions of the landslide in Yaonan Village of Gesa Town and the deformation and damage features,the paper analyzes the formation mechanism of the landslide,points out the landslide treatment scheme for the anchor cable ground beam + anti-slide piles,calculates and analyzes the stability and engineering design effect of the landslide,and points out the landslide can achieve the expected treatment effect after the maintenance.
出处
《山西建筑》
2016年第31期62-64,共3页
Shanxi Architecture
关键词
滑坡
抗滑桩
稳定性
变形破坏模式
landslide
anti-slide pile
stability
deformation damage model
