Based on the three-dimensional linearized equations of stability, the deformation process of compressible elastoplastic ground is investigated in the case of small subcritical deformations. In the case of a homogeneous subcritical state, the general solutions of the equations of stability are constructed similarly to .
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Translated from Zhurnal Prikladnoi Mekhaniki i Tekhnicheskoi Fiziki, No. 5, pp. 148–153, September–October, 1977.
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Sporykhin, A.N. Theory of stability of compressible elastoplastic ground. J Appl Mech Tech Phys 18, 712–716 (1977). https://doi.org/10.1007/BF00859901
- Mathematical Modeling
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