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Some aspects of the distinct element method (DEM) are reviewed. A model for fully grouted reinforcement subjected to axial and/or shear force(s) is proposed. The modelling of some rock mechanics problems, by incorporating the reinforcement model into the DEM is presented. A general discussion on the application of the DEM in rock mechanics, and some of the difficulties that may be encountered, based on the author's experience, are also included.
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© MCB UP Limited
1992
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