Please use this identifier to cite or link to this item: http://hdl.handle.net/2080/4298
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dc.contributor.authorPatanwar, Yugal Kishor-
dc.contributor.authorDeb, Debasis-
dc.date.accessioned2024-01-12T04:37:41Z-
dc.date.available2024-01-12T04:37:41Z-
dc.date.issued2023-12-
dc.identifier.citation1st SLRMES Conference on Rock Mechanics for Infrastructure and Geo-Resources Development - an ISRM Specialized Conference, Colombo, Sri Lanka, 3 -7 December 2023en_US
dc.identifier.urihttp://hdl.handle.net/2080/4298-
dc.descriptionCopyright belongs to proceeding publisheren_US
dc.description.abstractAssessment of structural stability of rib pillar in underground hard rock mine and the factors affecting it are the most important issues in ground control of mines. The interactions between these variables are also uncertain and vary widely in a mining environment. Stability is the primary concern for a safe working environment and minimizing the loss of valuable resources. Every underground excavation is usually investigated or studied for its stability by analytical calculation, empirical (classification) systems, observational methods, or numerical modeling either alone or in combinations. Expert opinion must be sought to deal with uncertain ground conditions. Needless to say, rock masses are complex systems comprised of discontinuities, water, and material anisotropy which are subjected to variable insitu stresses due to the deepening of the mineen_US
dc.subjectRock Engineering System (RES)en_US
dc.subjectRib Pillaren_US
dc.titleAssessing Rib Pillar Stability in Underground Mines: A Fuzzy Rules-Based Approach for Evaluating Rock Engineering System (RES) Interactionsen_US
dc.typePresentationen_US
Appears in Collections:Conference Papers

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