北京交通大学学报2011，Vol.35Issue(4)：57-61,5.
可回收锚索锚固段应力分布及锚固长度研究
Study on stress distribution and the bonding length for bonding segment of recoverable anchor cable
李兆平 1李文涛 2王建1
作者信息
- 1. 北京交通大学土木建筑工程学院,北京100044
- 2. 中铁二局深圳地铁3154项目部,深圳518000
- 折叠
摘要
Abstract
In this paper,the deep foundation pit of parking lot in shenzhen metro line 3 is regarded as research background, and based on the mechanical conditions of the recoverable anchor cable anchorage segment, the distribution regularity of interfacial stress for bonding segment is discussed in detail. The result indicated that the distribution of interfacial stress is not uniform but an exponential distribution. Based on the interfacial stress distribution regularity, a new design method called effective bonding length method is put forward, which can consider the practical distribution of interfacial stress. The new design method is used to calculate the anchor cable parameters in the practical engineering. The construction result indicated that the new design method for recoverable anchor cable is reasonable and reliable.关键词
深基坑支护结构/可回收锚索/锚固段黏结应力/有效锚固长度Key words
supporting structure for deep foundation pit/recoverable anchor cable/ interfacial stress for bonding segment/ the effective bonding length分类
建筑与水利引用本文复制引用
李兆平,李文涛,王建..可回收锚索锚固段应力分布及锚固长度研究[J].北京交通大学学报,2011,35(4):57-61,5.
