中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
SITE MONITORING AND NUMERICAL ANALYSIS TO DEFORMATION OF DEEP EXCAVATION ENGINEERING

文献类型:会议论文

作者Yang Taihua1,2; He Huaijian2; Yu Xiao1
出版日期2010
会议日期APR 23-25, 2010
会议地点Yantai, PEOPLES R CHINA
关键词deep excavation deformation site monitoring numerical analysis
页码1275
英文摘要The deformation of deep excavation site monitoring is an important link of informatization in construction. It is the premise and guarantee to safe and reasonable construction. For the case of deformation of a large deep excavation engineering, the monitoring has been made and the monitoring results are analyzed to guide the construction properly. In addition, finite element numerical calculation software, PLAXIS, is used to simulate the case, and the results show that the calculated values are identical with the monitoring values. On this basis it is used to analyzes some factors to affect the horizontal displacement of retaining wall, such as the supporting structure stiffness, the prestress values of the upper and lower bolts and so on. This is to provide reference for the controlled displacement study on the deep excavation engineering.
会议录PROCEEDINGS OF THE 12TH INTERNATIONAL CONFERENCE ON INSPECTION APPRAISAL REPAIRS AND MAINTENANCE OF STRUCTURES, VOLS 1 AND 2
会议录出版者CI-PREMIER PTE LTD
会议录出版地SINGAPORE
语种英语
WOS研究方向Engineering
WOS记录号WOS:000290459300189
源URL[http://119.78.100.198/handle/2S6PX9GI/4566]  
专题岩土力学所知识全产出_会议论文
作者单位1.Wuhan Univ Sci & Technol ;
2.Chinese Acad Sci, Inst Rock & Soil Mech
推荐引用方式
GB/T 7714
Yang Taihua,He Huaijian,Yu Xiao. SITE MONITORING AND NUMERICAL ANALYSIS TO DEFORMATION OF DEEP EXCAVATION ENGINEERING[C]. 见:. Yantai, PEOPLES R CHINA. APR 23-25, 2010.

入库方式: OAI收割

来源:武汉岩土力学研究所

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