摘要
对渝怀铁路DK375工点顺层岩质边坡的稳定性进行了分析,并对加固方法进行了比较,确定采用压力注浆改善结构面力学性能再辅以大锚杆加固的方法施工,解决了顺层岩质边坡加固施工的难题,达到了顺层岩质边坡施工方便、快速、及时,又有效地控制边坡变形的良好效果。
Based upon analysis of the stability of rock slope with along layer near cut in DK375 construction site in Yu-Huai railway and comparison of various reinforcement methods pressure grouting combined with anchor bolts is selected,which resolve the difficulties encountered in reinforcement treatment of rock slope with along layer near cut and receive good construction effects in deformation control.
出处
《山西建筑》
2007年第24期93-94,共2页
Shanxi Architecture
关键词
顺层岩质边坡
锚杆
加固施工
rock slope with along layer near cut
anchor bolt
reinforcement construction
