摘要
结合边坡土体的构成,分析了边坡失稳的原因,探讨了边坡设计计算参数的取值措施,介绍了边坡整治方案,指出边坡整治效果得到了业主的认可。
Combined with composition of slope soil the reasons caused the unstable status of slope are analyzed. Based upon introduction of calculation method of design parameter of side slope practical treatment scheme is proposed, which receives satisfied treatment effect.
出处
《山西建筑》
2006年第18期58-60,共3页
Shanxi Architecture
关键词
土钉挡墙
边坡土体
整治方案
边坡失稳
soil nailed wall, slope soil, treatment scheme, side slope lose stability
