Simulations of Underground Structures Subjected to Synamic Loading Using the Distinct Element Method.
The authors present results from a parameter study investigating the stability of underground structures in response to ground shock. Direct simulation requires detailed knowledge of both the facility itself and the surrounding geology. In practice, however, key details (joint spacing, joint stiffne...
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Language: | English |
Published: |
Livermore, Calif : Oak Ridge, Tenn. :
Lawrence Livermore National Laboratory ; Distributed by the Office of Scientific and Technical Information, U.S. Department of Energy,
2002.
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Physical Description: | 770 Kilobytes pages. |
Format: | Electronic eBook |
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