摘要
以杏子树湾滑坡为例,对边坡变形破坏现状进行分析,通过反演分析得到斜坡的强度参数。选取特征剖面,采用传递系数法分别计算了四种不同工况下斜坡的稳定性,计算斜坡的剩余推力,并提出了相应的治理方案。
Taking the Xingzishuwan landslide as an example,the status of deformation and failure of the slope was analyzed,and the strength parameters of the slope were obtained through inversion analysis. The stability and residual thrust of slopes under four conditions were calculated by means of transfer coefficient method,and the corresponding control schemes were proposed.
作者
李川鄂
苏爱军
Li Chuan＇e;Su Aijun(China University of Geosciences（Wuhan）,Wuhan 430074,China)
出处
《山西建筑》
2018年第32期82-83,共2页
Shanxi Architecture
关键词
斜坡
稳定性
剩余推力
抗滑桩
slope
stability
residual thrust
anti-slide pile
