Identifying Unstable Failure in Brittle Rock Using the Finite Difference Method
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2012/06/24
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Description:A series of uniaxial and triaxial compressive strength tests were simulated using the explicit finite difference software FLAC3D to simulate and identify unstable failure in rock. A slender cylindrical specimen was calibrated using the Mohr-Coulomb strain-hardening/-softening constitutive model to behave as a weak, brittle coal. Instability was induced within the specimen through a relatively soft compressive loading system with an applied elastic response. Unbalanced forces, accelerations, velocities, and shear strain rates were recorded during the FLAC3D simulations and were all found to have a strong positive correlation with other indications of unstable failure. The use of numerical identifiers of unstable failure was shown to provide a potential method for detecting instability within an explicit finite difference model at a higher resolution than existing methods. [Description provided by NIOSH]
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ISBN:9781622765140
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Pages in Document:1-6
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NIOSHTIC Number:nn:20056897
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Citation:46th US Rock Mechanics/Geomechanics Symposium, June 24-27, 2012, Chicago, Illinois. Alexandria, VA: American Rock Mechanics Association (ARMA), paper no. ARMA 12-422, 2012 Jun; :1-6
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Federal Fiscal Year:2012
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Performing Organization:Colorado School of Mines, Golden, Colorado
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Peer Reviewed:False
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Start Date:20090901
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Source Full Name:46th US Rock Mechanics/Geomechanics Symposium, June 24-27, 2012, Chicago, Illinois
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End Date:20130831
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Main Document Checksum:urn:sha-512:1c8e2fa43a48d4ca68fb8fec14f577abb2b3d6afe26b2bd14f9c803d02b24acb61b7b895b31dd6e7df7be4d8ca91769c38f2934f33ff4f05c0d27bf3603fbf3f
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