摘要
依托以贵州省山区毕都高速公路法窝互通附近一大型路堑边坡为研究对象,对边坡滑移体组成及特征进行研究,分析当前边坡失稳的原因,结合边坡的实际情况和特点提出了多种处治方案,并进行综合分析和评价选出最优方案,可为同类项目提供借鉴。
This paper takes a large expressway cutting slope in mountainous area of guizhou province as the research object.Through field investigation,the slip mass and characteristics of the slope are systematically analyzed and studied,analyze the causes of current slope instability.At the same time,according to the actual situation and characteristics of the slope,a variety of treatment schemes are proposed,and the optimal scheme is selected through comprehensive analysis and evaluation,which can provide reference for similar projects.
作者
朱卫棉
ZHU Wei-mian(School of Civil Engineering,Central South University of Forestry and Technology,Changsha,Hunan 414040,China)
出处
《黑龙江交通科技》
2020年第12期25-27,共3页
Communications Science and Technology Heilongjiang
关键词
高速公路
路堑
处治方案
高边坡
expressway
cutting
treatment scheme
high slope
