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Serata, S.; Oka, S.; Kikuchi, S.
Workshop on rock mechanics issues in repository design and performance assessment1996
Workshop on rock mechanics issues in repository design and performance assessment1996
AbstractAbstract
[en] Based on the dry fracture principle, a computerized borehole probe has been developed to measure stress state and material properties, simultaneously. The probe is designed to obtain a series of measurements in a continuing sequence along a borehole length, without any interruptive measures, such as resetting packers, taking indentation of borehole wall, overcoming, etc. The new dry fracture probe for the single fracture method is designed to overcome the difficulties posed by its ancestor which was based on the double fracture method. The accuracy of the single fracture method is confirmed by a close agreement with the theory, FE modeling and laboratory testing
Original Title
Yucca Mountain Project
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Source
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. 53-78; 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
Record Type
Report
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Conference
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