摘要
以成都地区一个相邻深15.3m和23.6m采用锚拉桩、单排桩支护方式的基坑工程为研究背景,采用理正软件对基坑进行计算分析和稳定性分析,并对支护结构的变形进行实际监测。通过计算与实测对比分析,得到对深基坑工程的具有参考性的建议。
Taking a foundation pit engineering which is 15.3m and 23.6m adjacent deep with support pattern of anchorage pile and single rank of piles as a research background,the paper analyzes the stability of the pit by Lizheng software,and the deformation of support structure is monitored.By calculating and the measured comparing analysis,recommendations for deep excavation to reference is made.
作者
沈仁宝
余代俊
SHEN Ren-bao YU Dai-jun(Chengdu University of Technology, Chengdu Sichuan 610059, China Sichuan Institute of Building Research, Chengdu Sich- uan 610059, China)
出处
《西部探矿工程》
CAS
2017年第1期1-5,共5页
West-China Exploration Engineering
关键词
基坑工程
计算分析
变形监测
foundation pit engineering
computational analysis
deformation monitoring
