摘要
结合工程概况,分别从土体强度指标的采用、地下水及降雨的影响、设计计算以及施工中存在的问题几方面对边坡失稳原因进行了分析,为土钉加锚杆复合支挡结构的勘察、设计及施工提供了参考。
Combined with practical work, from the application of strength index of soil, influences of underground water and rainfall, design calculation, questions existed in construction and other aspects reasons caused the lose stability of side slope are analyzed, which provide good references for survey, design and construction of composite supporting structure combined with soil nailed wall and anchor.
出处
《山西建筑》
2007年第18期101-102,共2页
Shanxi Architecture
关键词
边坡失稳
土钉
锚杆
复合支挡结构
lose stability of side slope, soil nailed wall, anchor, composite supporting structure
