The U.S. Bureau of Mines (USBM) conducts research to develop simple and practical computer-based tools to assist mine planners in assessing the structural stability of underground mine structures. One area of research is focusing on developing a numerical procedure that will anticipate rock mass behaviour surrounding underground mine openings prior to and during actual mining. This paper briefly overviews our experience with existing ADINA material models, presents an example of how two-dimensional boundary-element models are coupled with two-dimensional finite-element models to simulate an approximate three-dimensional situation, and demonstrates the use of a simplified progressive failure procedure. Outputs from plan-view, linear-elastic, boundary-element models executed at different mining stages are used as input to detailed, section-view, finite-element ADINA models to estimate to what degree and extent the immediate roof and floor strata and the coal pillar ribs surrounding an excavated area will weaken or fail for a given set of mining parameters. Using a pseudo-elastic approach, elastic rock mass properties are continually updated as different zones are predicted to fail. The procedure is relatively easy to use and is being designed to work interactively with the user. Inputs include parameters easily obtained from the field and rock mechanics laboratories. Specialized preprocessing and postprocessing PC-based graphics software tailored specifically to mine geometries has been developed and is described. Examples of computer-generated output from sample models representing typical mining situations are presented and results discussed.
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