西安理工大学学报2011，Vol.27Issue(3)：350-354,5.
深基坑预应力锚索支护监测数据分析与研究
The Study and Analysis of Monitoring Data for Pre-Stressed Anchorage in Foundation Excavation Reinforcement Engineering
摘要
Abstract
In order to study anchorage mechanism and anchorage effect upon the foundation excavation reinforcement pre-stressed anchor, the deformation analytical mechanicl model in the case of pre-stressed anchor elastic state is established in accordance with the deformation under pre-stressed anchor elastic state. In accordance with national specifications, the testing monitoring is made of the pre-stressed anchorage in foundation excavation reinforcement of No. 1 Aohai Building in Dalin, and the anchorage effect of the pre-stressed anchor is evalusted, on the basis of which the correctnes of calculation model is tested via the comparison of the results calculated by the nmodel with those from the real tests.关键词
基坑支护/预应力锚索/现场监测/理论分析Key words
foundation excavation reinforcement/ pre-stressed anchor/ in-site monitoring/ theory analyzing分类
建筑与水利引用本文复制引用
朱训国,杨庆..深基坑预应力锚索支护监测数据分析与研究[J].西安理工大学学报,2011,27(3):350-354,5.基金项目
国家自然科学基金资助项目(50979013) （50979013）
中国博士后科学基金资助项目(20090451269). （20090451269）
