MATHEMATICAL DESIGN OF PROCESS OF DEFORMATION OF SOIL AT DYNAMIC LOADING
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.Downloads
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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