Abstract:We propose a method of determining the stress state of an anisotropic rock with an excavation, including the case in which there are load-removing slits extending to the surface. In cross section the excavation can have an arbitrary curvilinear outline. The rocks have any rectilinear anisotropy, and may have planes of elastic symmetry with an arbitrary inclination to the horizontal plane. The method is based on solving the two-dimensional problem of the theory of elasticity of an anisotropic body using general… Show more
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