中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
The Stability Evaluation of the Underground Cavern Group under the High-Rise Building

文献类型:会议论文

作者Wu, H. Z.; Jiao, Y. Y.; Li, H. B.; Zhang, X. L.; Chen, J. F.
出版日期2009
会议日期OCT 20-22, 2009
会议地点Dalian Univ Technol
关键词3D numerical simulation finite element method high-rise building underground cavern stability evaluation
页码383-387
英文摘要In this paper, the effect of the high-rise building on the bomb shelter group is studied through the 3D numerical simulation. The stress and displacement states of the tunnel at each loading stage are calculated. By analyzing the stress and displacement of the tunnel, we found that the distributions of the stress and displacement are relative to the magnitude of building load, the position relationship between the cavern group and the upper building, and the structure of the cavern group. Based on the stability criterion of the cavern group, the stability of the tunnel is checked, and accordingly, the reasonable reinforcement measure is proposed.
会议录PROCEEDINGS OF 2009 INTERNATIONAL SYMPOSIUM ON RISK CONTROL AND MANAGEMENT OF DESIGN, CONSTRUCTION AND OPERATION IN UNDERGROUND ENGINEERING
会议录出版者SCIENTIFIC AND TECHNICAL DEVELOPMENT INC.
语种英语
WOS研究方向Engineering ; Mining & Mineral Processing
WOS记录号WOS:000274188600088
源URL[http://119.78.100.198/handle/2S6PX9GI/4541]  
专题岩土力学所知识全产出_会议论文
国家重点实验室知识产出_会议论文
作者单位Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn
推荐引用方式
GB/T 7714
Wu, H. Z.,Jiao, Y. Y.,Li, H. B.,et al. The Stability Evaluation of the Underground Cavern Group under the High-Rise Building[C]. 见:. Dalian Univ Technol. OCT 20-22, 2009.

入库方式: OAI收割

来源:武汉岩土力学研究所

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