摘要
以深圳市蛇口海上世界酒吧街改造工程为例,对抗浮锚杆极限承载力和杆体各部位钢筋受力大小进行了测试,并简要地分析了杆体钢筋受力随深度变化情况及杆体钢筋在循环荷载作用下钢筋受力的变化范围,以期对该工程及地质条件类似的其它工程在设计和施工方面起到一定的参考作用。
In this paper, based on the reconstruction project of the bar in Shekou, Shenzhen, under the action of circular loads, the ultimate bearing capacity and the stress along the anti-float anchor were tested and the change of the loading was analyzed in an in-situ test, which may be taken as reference for other similar projects with the same strata.
出处
《重庆建筑大学学报》
CSCD
2004年第6期35-39,共5页
Journal of Chongqing Jianzhu University
关键词
抗浮锚杆
循环荷栽
试验分析
anti-float anchor
circulating load
test analysis