摘要
通过对广州珠江新城E2区基坑的土钉内力、面层压力、地下水位和土体位移等进行现场测试,较全面的分析了土钉的工作性能,得出了土钉支护受力和变形的重要特性。
On the basis of analyzing the spot test data of the excavation of E2 district in Zhujiangxincheng of Guangzhou, the work capability of the soil nail is generally described in this paper form the analysis of internal force, surface compressive stress, underground water level and the displacement of soil body. And some important characteristic of the bearing capability and flexibility of soil nailing are put forward.
出处
《四川建筑科学研究》
北大核心
2006年第2期90-94,共5页
Sichuan Building Science
关键词
土钉支护
内力
位移
土压力
水位
soil nailing
internal force
displacement
soil pressure
underground water level
