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
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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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