中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
A new prediction method of deformation interval of surrounding rock mass in underground engineering

文献类型:会议论文

作者Zhang, C. Q.; Zhou, H.; Feng, X. T.
出版日期2008
会议日期JUN 03-08, 2008
会议地点Huangshan, PEOPLES R CHINA
关键词heterogeneity young's modulus GSI RMR
页码1126-1129
英文摘要The uncertainty of the macro equivalent deformation of surrounding rock mass after excavated is caused by the high-heterogeneous rock mass. So the agreement between the deterministic deformation and the measured deformation is often difficult. For overcoming the limitation of the deterministic analysis methods, a new integral forecast method of deformation interval is presented based on the rock mass quality index GSI(Geological Strength Index) and RMR. The intrinsic heterogeneity of rock mass is considered in this method. Finally, it is applied in the deformation interval forecast of surrounding rock mass in the underground powerhouse of Jinping II Hydropower Station Project. The results indicate the good utility of this method.
会议录ADVANCES IN HETEROGENEOUS MATERIAL MECHANICS 2008
会议录出版者DESTECH PUBLICATIONS, INC
会议录出版地LANCASTER
语种英语
WOS研究方向Engineering ; Materials Science
WOS记录号WOS:000257167700279
源URL[http://119.78.100.198/handle/2S6PX9GI/4476]  
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CAS, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn
推荐引用方式
GB/T 7714
Zhang, C. Q.,Zhou, H.,Feng, X. T.. A new prediction method of deformation interval of surrounding rock mass in underground engineering[C]. 见:. Huangshan, PEOPLES R CHINA. JUN 03-08, 2008.

入库方式: OAI收割

来源:武汉岩土力学研究所

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