中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Study on deterioration model for hard rockmass under high geo-stress

文献类型:会议论文

作者Jiang, Q.; Feng, X. T.; Chen, G. Q.
出版日期2008
会议日期JUN 03-08, 2008
会议地点Huangshan, PEOPLES R CHINA
关键词deterioration model elasto-brittle-plastic heterogeneous distribution of parameters hard rocmassk
页码1108-1112
英文摘要A new rock deterioration model is presented to simulate both the brittle failure activity of hard rock and deterioration of material mechanical parameters in wall rock of underground engineering. The model has three basic characters: (1) The stress-strain curve composes of liner elastic part, stress falling part and plastic flow part; (2) The mechanics parameters is updating with the deteriorating of rock mass in the excavation damage zone; (3) It can simulate the uneven distribution of material property. Fitting rock triaxial compression test stress-strain curve of granite and simulating experimental tunnel identify that the model is reasonable.
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:000257167700275
源URL[http://119.78.100.198/handle/2S6PX9GI/4475]  
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, State Key Lab Geomechan & Geotech Engn, Inst Rock & Soil Mech
推荐引用方式
GB/T 7714
Jiang, Q.,Feng, X. T.,Chen, G. Q.. Study on deterioration model for hard rockmass under high geo-stress[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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