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Kulatilake, P.H.S.W.; Shou, G.; Huang, T.H.
Workshop on rock mechanics issues in repository design and performance assessment1996
Workshop on rock mechanics issues in repository design and performance assessment1996
AbstractAbstract
[en] Most of the natural rock joint surface profiles do not belong to the self similar fractal category. In general, roughness profiles of rock joints consist of non-stationary and stationary components. At the simplest level, only one parameter is sufficient to quantify non-stationary joint roughness. The average inclination angle I, along with the direction considered for the joint surface, is suggested to capture the non-stationary roughness. It is shown that even though the fractal dimension D is a useful parameter, it alone is insufficient to quantify the stationary roughness of non-self similar profiles
Original Title
Yucca Mountain Project
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Nuclear Regulatory Commission, Washington, DC (United States). Div. of Regulatory Applications; Southwest Research Inst., San Antonio, TX (United States). Center for Nuclear Waste Regulatory Analyses; 265 p; Apr 1996; p. 37-51; Workshop on rock mechanics issues in repository design and performance assessment; Rockville, MD (United States); 19-20 Sep 1994; Also available from OSTI as TI96011022; NTIS; GPO
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Report
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Conference
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