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- W309818491 abstract "On the basis of a dilatancy model of the plasticity of a rock mass elastic-plastic relationships between the stress and strain are deduced for complete and incomplete plasticity. Dilatancy laws are obtained for cylindrical and spherical symmetry. The laws obtained for the stress wave propagation velocity and the damping of the maximal amplitudes in the wave are in agreement and correspond to test results. A piecewise-continuous approximation of the variable ..lambda.. is indicated that agrees with experience. The applicability of the model to the description of rock mass properties under dynamic loading is shown." @default.
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- W309818491 date "1986-05-01" @default.
- W309818491 modified "2023-09-27" @default.
- W309818491 title "Stress wave propagation in a medium with internal friction. [Elastic-plastic response to large dynamic loads]" @default.
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