摘要
通过对土钉墙支护模型及水-土、水-土钉相互作用机理的分析,指出各类型地下水直接或间接对土钉墙支护体系安全稳定性的巨大危害,并提出常规应对的措施。
Through the analysis of support model of soil-nailing wall and the interaction concept among underwater-soil and underwater-soil nail,it can be known that there is a direct or indirect danger to the safety and stability of support system with soil-nailing wall.At the same time,the relevant measures are proposed in this paper.
出处
《工业建筑》
CSCD
北大核心
2007年第z1期748-752,共5页
Industrial Construction
关键词
地下水
土钉墙
土钉
稳定性
渗透
措施
underground water soil-nailing wall soil-nail stability penetration measure
