摘要
分析了某工程基坑设计在实践运行中变形过大的原因,对水泥土墙体从土力学角度进行了强度验算,阐述了影响复合土钉墙水平位移的因素,总结了基坑设计和施工的经验,给出了合理的淤泥质土基坑设计方案。
The large deformation reasons of foundation ditch design of some engineering in practical operation were analyzed. The strength of cement-stabilized soil wall body was checked from the soil mechanics aspect. The influencing factors of composite soil nailing wall horizontal displacement were discussed. The experiences of foundation design and construction were generalized and the optimal silty soft foundation design plan was presented.
出处
《山西建筑》
2008年第24期25-26,共2页
Shanxi Architecture
关键词
复合土钉墙
变形
监测
水泥土
composite soil nailing wall, deformation, detection, cement-stabilized soil
