Mechanical Degradation of Emplacement Drifts at Yucca Mountain-A Modeling Case Study-Part I: Nonlithophysal Rock
Document Type
Article
Publication Date
4-2007
Publication Title
International Journal of Rock Mechanics and Mining Sciences
Volume
44
Issue
3
First page number:
351
Last page number:
367
Abstract
This paper outlines rock mechanics investigations associated with mechanical degradation of planned emplacement drifts at Yucca Mountain, which is the designated site for the proposed US high-level nuclear waste repository. The factors leading to drift degradation include stresses from the overburden, stresses induced by the heat released from the emplaced waste, stresses due to seismically related ground motions, and time-dependent strength degradation. The welded tuff emplacement horizon consists of two groups of rock with distinct engineering properties: nonlithophysal units and lithophysal units, based on the relative proportion of lithophysal cavities. The term ‘lithophysal’ refers to hollow, bubble like cavities in volcanic rock that are surrounded by a porous rim formed by fine-grained alkali feldspar, quartz, and other minerals. Lithophysae are typically a few centimeters to a few decimeters in diameter. Part I of the paper concentrates on the generally hard, strong, and fractured nonlithophysal rock. The degradation behavior of the tunnels in the nonlithophysal rock is controlled by the occurrence of keyblocks. A statistically equivalent fracture model was generated based on extensive underground fracture mapping data from the Exploratory Studies Facility at Yucca Mountain. Three-dimensional distinct block analyses, generated with the fracture patterns randomly selected from the fracture model, were developed with the consideration of in situ, thermal, and seismic loads. In this study, field data, laboratory data, and numerical analyses are well integrated to provide a solution for the unique problem of modeling drift degradation.
Keywords
Discontinuum numerical modeling; Drift degradation; Mining engineering; Nuclear waste; Rockfall; Rock mechanics; Yucca Mountain
Disciplines
Civil and Environmental Engineering | Environmental Engineering | Environmental Indicators and Impact Assessment | Environmental Monitoring | Environmental Sciences | Nuclear Engineering | Structural Engineering
Language
English
Permissions
Use Find in Your Library, contact the author, or interlibrary loan to garner a copy of the item. Publisher policy does not allow archiving the final published version. If a post-print (author's peer-reviewed manuscript) is allowed and available, or publisher policy changes, the item will be deposited.
Repository Citation
Lin, M.,
Kicker, D.,
Damjanac, B.,
Board, M.,
Karakouzian, M.
(2007).
Mechanical Degradation of Emplacement Drifts at Yucca Mountain-A Modeling Case Study-Part I: Nonlithophysal Rock.
International Journal of Rock Mechanics and Mining Sciences, 44(3),
351-367.
http://dx.doi.org/10.1016/j.ijrmms.2006.07.012