摘要
随着我国大规模的基础设施建设,对地表形态的改变越来越大,必然会形成大量的高陡边坡,因此对高陡边坡的变形和稳定性分析成为了人们最关心的问题。本文以以融安经永福至阳朔高速公路K5+000~K5+170段右侧高边坡为例,运用用GeoStudio软件,分别用简布法、摩根斯坦一普赖斯法、斯宾塞法方法对边坡进行稳定分析与计算,为边坡的开挖与支护提供参考依据。
With the large-scale infrastructure construction in China,the change of surface morphology is increasing,and a large number of high and steep slopes will inevitably be formed.Therefore,the deformation and stability analysis of high and steep slopes has become the most concerned problem.Taking the high slope on the right side of K5+000~K5+170 Section of Rongan-Yangshuo Expressway as an example,this paper uses GeoStudio software to analyze and calculate the stability of the slope by using the simple distribution method,Morgenstern-Price method and Spencer method,respectively,so as to provide reference for the excavation and support of the slope.
作者
袁伟航
YUAN Wei-hang(Hydro-environmental Geological Exploration Team,Geological Bureau of Hunan Province,Changsha 410000,China)
出处
《价值工程》
2021年第17期116-118,共3页
Value Engineering
关键词
稳定性计算
高边坡
开挖与支护
摩根斯坦
stability calculation
high slope
excavation and support
Morgenstern
