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To assessment of stress-strain state in rock continua

Farkhadjan AdilovShakhnoza MakhmudovaRustam AbirovElyor ToshmatovTashkent Institute of Irrigation and Agricultural Mechanization Engineers, 100000 Tashkent, UzbekistanIkbal MaxmudovaTashkent Institute of Irrigation and Agricultural Mechanization Engineers, 100000 Tashkent, Uzbekistan
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Abstract The approach for calculation of stress-strain state of mine excavation in rock continua is described in this issue. Boundary element techniques are used here. Proposed method can take into account existing cracks in continua and its propagation under dynamic or static loading.

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