Abstract
Based on solution to the inverse problem, a procedure is proposed for determining rheological properties of rocks by measurements of relative displacements of pillar walls. The influence exerted by properties of contact with enclosing rocks and shape of a pillar on its stability is analyzed.
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Translated from Fiziko-Tekhnicheskie Problemy Razrabotki Poleznykh Iskopaemykh, No. 5, pp. 10–17, September–October, 2005.
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Nazarova, L.A., Nazarov, L.A. Estimation of Pillar Stability Based on Viscoelastic Model of Rock Mass. J Min Sci 41, 399–406 (2005). https://doi.org/10.1007/s10913-006-0002-2
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DOI: https://doi.org/10.1007/s10913-006-0002-2