PROBABILISTIC ANALYSIS OF FRACTURED ROCK MASSES.
Stability analysis of rock masses composed of small, discrete rock blocks that are in-place and interlocked should consider four components of failure: (1) Sliding between blocks. (2) Shearing through rock blocks. (3) Rolling blocks in a shear zone. (4) Crushing of rock blocks. Statistical rock mass...
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| Language: | en |
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The University of Arizona.
1987
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| Online Access: | http://hdl.handle.net/10150/184249 |