摘要
从地质特征及岩土结构等方面出发,分析了四川省广元至巴中高速公路路基施工中路堑边坡失稳的原因及发展趋势,提出了具体的加固防治措施。实践证明,加固措施取得了较好的效果。
Based on analysing geological characteristic and rock/soil structure, this paper discussed the factor of Guang-Ba highway side slope failure and its developing tend, and some prophylactico-therapeutic measures were taken to stabilizing the slope, The practice indicates that the effect of measures for side slope failure is good.
出处
《山西建筑》
2008年第1期307-308,共2页
Shanxi Architecture
关键词
边坡
滑坡
软弱结构面
预应力锚索
防治措施
side slope,landslide, weak structural plane, prestressed anchors, prophylactico-therapeutic measures
