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顺层岩质边坡大锚杆加固施工
引用本文:陈勇.顺层岩质边坡大锚杆加固施工[J].山西建筑,2007,33(24):93-94.
作者姓名:陈勇
作者单位:中铁三局建安公司,山西,太原,030006
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。

关 键 词:顺层岩质边坡  锚杆  加固施工
文章编号:1009-6825(2007)24-0093-02
修稿时间:2007-03-27

Anchorage construction of anchor bolts for rock slope with along layer near cut
CHEN Yong.Anchorage construction of anchor bolts for rock slope with along layer near cut[J].Shanxi Architecture,2007,33(24):93-94.
Authors:CHEN Yong
Abstract: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.
Keywords:rock slope with along layer near cut  anchor bolt  reinforcement construction  
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