Rheological analysis for excavated highslope of rock mass

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	Rheological analysis for excavated highslope of rock mass
	Zhang GD
	1998
会议名称	3rd International Conference on Nonlinear Mechanics
会议日期	AUG 17-20, 1998
会议地点	SHANGHAI, PEOPLES R CHINA
通讯作者	Zhang, GD (reprint author), Chinese Acad Sci, Inst Mech, Beijing 100080, Peoples R China.
中文摘要	A 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.
收录类别	CPCI-S
会议录	3RD INTERNATIONAL CONFERENCE ON NONLINEAR MECHANICS
会议录出版者	SHANGHAI UNIV
会议录出版地	SHANGHAI ; 149 YANCHANG RD, SHANGHAI 200072, PEOPLES R CHINA
语种	英语
ISBN号	7-81058-036-1
WOS记录号	WOS:000077869000079
内容类型	会议论文
源URL	[http://dspace.imech.ac.cn/handle/311007/58972]
专题	力学研究所_力学所知识产出(1956-2008)
推荐引用方式 GB/T 7714	Zhang GD. Rheological analysis for excavated highslope of rock mass[C]. 见:3rd International Conference on Nonlinear Mechanics. SHANGHAI, PEOPLES R CHINA. AUG 17-20, 1998.