Rock Slope Stability Investigations In Three Dimensions For A Part Of An Open Pit Mine In USA
Traditional slope stability analysis and design methods, such as limit equilibrium method and continuum numerical methods have limitations in investigating three dimensional large scale rock slope stability problems in open pit mines associated with stress concentrations and deformations arising due...
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| Language: | en_US |
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The University of Arizona.
2014
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| Online Access: | http://hdl.handle.net/10150/338701 |