Mechanical degradation of emplacement drifts at Yucca Mountain—A modeling case study—Part I: Nonlithophysal rock

Author:

Lin M.,Kicker D.,Damjanac B.,Board M.,Karakouzian M.

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology

Reference10 articles.

1. Damjanac B, Board M, Lin M, Kicker D, Leem J. Mechanical degradation of emplacement drifts at Yucca Mountain—A modeling case study. Part II: Lithophysal rock. Int J Rock Mech Min Sci 2006;43, in press, doi:10.1016/j.ijrmms.2006.07.010.

2. Bechtel SAIC Company. Yucca Mountain site description. Vol. 2. Las Vegas, Nevada: Bechtel SAIC Company Report TDR-CRW-GS-000001 REV 02 ICN 01; 2004.

3. Bechtel SAIC Company. Subsurface geotechnical parameters report. Las Vegas, Nevada: Bechtel SAIC Company Report 800-K0C-WIS0-00400-000-00A; 2003.

4. Civilian Radioactive Waste Management System Management and Operating Contractor. Geology of the Exploratory Studies Facility Topopah Spring loop. Las Vegas, Nevada: CRWMS M and O Report BAB000000-01717-0200-00002 REV 01; 1998.

5. Geology of the ECRB Cross Drift—Exploratory Studies Facility, Yucca Mountain Project, Yucca Mountain, Nevada;Mongano,1999

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