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Theory of stability of compressible elastoplastic ground

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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 [1].

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Literature cited

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    A. N. Sporykhin, “Stability of deformation of elastoviscoplastic bodies,” Zh. Prikl. Mekh. Tekh. Fiz., No. 4 (1967).

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    P. Row, Theoretical Meaning and the Observed Magnitudes of the Deformation Parameters of Ground, in: Mekhanika [a collection of Russian translations of foreign articles], Mir, Moscow (1975).

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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

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  • Mathematical Modeling
  • Mechanical Engineer
  • Linearize Equation
  • General Solution
  • Industrial Mathematic