NUMERICAL MODELING OF DEFORMATIONS OF THE INHOMOGENEOUS VISCOELASTOPLASTIC SOIL FOUNDATION

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Abstract


The paper is dedicated to the creation of the mathematical model of deformations of the inhomogeneous viscoelastoplastic soil foundation.
The algorithm, which based on the finite elements method, and the software is developed for numerical modeling viscoelastoplastic deformations of inhomogeneous ground bases. By means of the developed software research of presented mathematical model is carried out.

K C Kurachka

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