Application of V.Z.Vlasov's method in elastic-plastic approximation to the problems of mining geomechanics
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Abstract
Obviously, it will be appropriate to quote V.Z.Vlasov himself at the beginning of the work: "With regard to the refinement of calculations, it can be assumed that taking into account the elastic-plastic work of the foundation soil will allow us to approach the actual work of structures in the future".
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