摘要
某铁路专用线扩能改造工程K0+680～+760段线路左侧为一陡坡,开挖后采用土钉墙对路堑边坡进行加固,工程实践证明:既解决了边坡的稳定问题,又获得良好的效益。
In a capacity expansion revamping project of special line for certain railway, there is a steep slope at the left side of K0 ＋ 680 N ＋ 760 Section, which is reinforced by soil nailing wall after excavated. The engineering practice proves that it could not only solve the problem on slope stability but also get good benefit.
出处
《路基工程》
2013年第2期143-146,共4页
Subgrade Engineering
关键词
土钉墙
支护加固
路堑边坡
soil nailing wall
support reinforcement
cutting slope
