Propagation of shock waves in ground massifs taking into account the joint actions of normal and tangential stresses during an explosion with cylindrical symmetry

Taking into account the combined action of normal and tangential stresses, the equations of one-dimensional dynamic motion of the soil are derived, according to which the regularities of the propagation of shock waves in soil massifs during an explosion with cylindrical symmetry are investigated.When modeling the soil as an elastoplastic medium, the experimental dependences of and

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