Bending of thick rock slabs

dc.contributor.author	Singh J.G.; Upadhyay P.C.
dc.date.accessioned	2025-05-24T09:56:41Z
dc.description.abstract	The theory of bending of thick rock slabs is recast for rock (a bimodular material), using Reissner's principle; and the governing equations are presented in compatible forms. The effect of the ratios Ec/Et and vc/vt (E being the Young's modulus, v the Poisson's ratio; and the subscripts c and t denoting compressive and tensile loading, respectively) on the distribution of stresses, maximum deflection and the maximum bending moment intensity, is examined over a wide range of values. © 1986 Elsevier Science Publishers B.V., Amsterdam.
dc.identifier.doi	https://doi.org/10.1016/S0167-9031(86)90593-1
dc.identifier.uri	http://172.23.0.11:4000/handle/123456789/21245
dc.relation.ispartofseries	Mining Science and Technology
dc.title	Bending of thick rock slabs

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