摘要
以兰州某工程为实例,基于简单圆弧滑动条分法,研究了土钉支护结构内部整体稳定性安全系数与各设计参数之间的变化关系,得到了一些具有参考价值的分析结果,可为兰州地区深基坑支护结构设计提供借鉴.
Combined with an engineering example parameters and the safety factors of internal stability is circular slice method. Some qualitative conclusions are design of supporting structures in Lanzhou area. in Lanzhou, the relationship between the design analyzed for the soil nailed wall based on the simple obtained, which can provide some references for the design of supporting structures in Lanzhou area.
出处
《甘肃科学学报》
2007年第1期136-139,共4页
Journal of Gansu Sciences
关键词
深基坑
土钉支护
设计参数
稳定性
安全系数
deep excavation
soil nailed wall
design parameters
stability
satety tactor
