Roof Collapse Modeling with FLAC3D
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2016/06/26
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Series: Mining Publications
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Description:Recently, a numerical model based approach for support analysis has been developed at the National Institute for Occupational Safety and Health (NIOSH). In this approach calibrated models are used to determine a stability factor for a supported entry. The stability factor is determined using the strength reduction method (SRM). The success of the SRM depends on the ability to accurately identify a collapsing or stable roof condition in the models. A collapse condition can be identified by considering the mechanical ratio and the velocity/acceleration of the roof grid points. It is found that during collapse, grid points of the zones within the collapsing roof move at least 50 to 100 times faster than in the remainder of the model. However, the default local damping scheme in FLAC3D attempts to arrest the collapsing roof, which may result in an incorrect assessment of roof stability. In order to solve this problem, combined damping is used. In addition, unloading of the model to simulate the excavation is controlled strictly with a relaxation algorithm to provide efficient energy dissipation. [Description provided by NIOSH]
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ISBN:9781510828025
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Volume:2
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NIOSHTIC Number:nn:20049287
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Citation:50th US Rock Mechanics/Geomechanics Symposium, June 26-29, 2016, Houston, Texas. Alexandria, VA: American Rock Mechanics Association (ARMA), 2016 Jun; 2:1391-1395
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Federal Fiscal Year:2016
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Peer Reviewed:False
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Main Document Checksum:urn:sha-512:e80535e6534fbb49fade1b7b359631cc2e04aeedaa5c7cdc7c81a4bff92582ec7d5447f872ff66f4b56dd7d4d3451bdab13d2914142c23e9e6e4b2d85354671a
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