MATHEMATICAL DESIGN OF PROCESS OF DEFORMATION OF SOIL AT DYNAMIC LOADING

Authors

  • O. V. Tytko Vinnytsia National Technical University

Abstract

The numerical apparatus can play the mathematical model of soil compaction at zabyvtsi driving, and to assess the stress-strain behavior of soil caused by pile driving in the adjacent bushes.Dependences of the change of density and volumetric strain of soil.

Author Biography

O. V. Tytko, Vinnytsia National Technical University

PhD, Senior Lecturer, Department of Gas Supply

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How to Cite

[1]
O. V. Tytko, “MATHEMATICAL DESIGN OF PROCESS OF DEFORMATION OF SOIL AT DYNAMIC LOADING”, СучТехнБудів, vol. 10, no. 1, pp. 87–90, Jun. 2011.

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Section

MODELING OF BUILDING PRODUCTION

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