IMECH-IR  > 力学所知识产出(1956-2008)
Rheological analysis for excavated highslope of rock mass
Zhang GD; Zhang, GD (reprint author), Chinese Acad Sci, Inst Mech, Beijing 100080, Peoples R China.
Source Publication3RD INTERNATIONAL CONFERENCE ON NONLINEAR MECHANICS
1998
Conference Name3rd International Conference on Nonlinear Mechanics
Conference DateAUG 17-20, 1998
Conference PlaceSHANGHAI, PEOPLES R CHINA
AbstractA rheological model is presented for describing the time dependent behavior of excavated highslope of rock mass. An actual rheological character of excavated highslope of rock mass at Three Gorges, Hubei Province of China, was analyzed. In this analysis, rock mass referred to as solid body was modeled as a deformable continuum. The elasto-viscoelastic/viscoplastic model is used to simulate the time dependent behavior of rocks. This model is implemented in a finite element program, and the numerical results is compared with instantaneous response data of elasto-plastic analysis.
WOS IDWOS:000077869000079
ISBN7-81058-036-1
Indexed ByCPCI-S
Language英语
Citation statistics
Document Type会议论文
Identifierhttp://dspace.imech.ac.cn/handle/311007/58972
Collection力学所知识产出(1956-2008)
Corresponding AuthorZhang, GD (reprint author), Chinese Acad Sci, Inst Mech, Beijing 100080, Peoples R China.
Recommended Citation
GB/T 7714
Zhang GD,Zhang, GD . Rheological analysis for excavated highslope of rock mass[C]. SHANGHAI, 149 YANCHANG RD, SHANGHAI 200072, PEOPLES R CHINA:SHANGHAI UNIV,1998.
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