摘要
文章以河池至百色高速公路K49+540~K49+760路堑左侧滑坡处治工程为例,对山区高速公路路堑边坡滑坡治理难题进行研究,分析了滑坡的影响因素及成因机制,并基于极限平衡理论的折线型滑动面推力传递系数法对滑坡进行稳定性计算分析,提出了针对性的滑坡治理方案。
With the left-side landslide treatment project of K49+540 ~ K49+760 section in Hechi-Baise Expressway as an example,this article studied the landslide remediation problems of expressway slopes in mountainous areas,analyzed the influencing factors and formation mechanism of landslides,then based on the sliding surface thrust transfer coefficient method of limit equilibrium theory,it conducted the stability calculation analysis of landslides,and proposed the targeted landslide treatment scheme.
作者
覃周
黄岩
QIN Zhou;HUANG Yan(Guangxi Communications Investment Group Co.,Ltd.,Nanning,Guangxi,53002)
出处
《西部交通科技》
2018年第2期46-49,共4页
Western China Communications Science & Technology
关键词
山区高速公路
滑坡
成因机制
稳定性
处治
Expressway in mountain areas
Landslide
Formation mechanism
Stability
Treatment