THE FEATURES OF MATHEMATICAL FINITE-ELEMENT MODELING OF THE SYSTEM "NEWLY BUILT CONCRETE STRUCTURES - NON ROCK FOUNDATION"

An improved method of numerical finite-element modeling of concrete structures built on nonrock foundations is provided. The dimensions of the modeled fragment reason to the depth limit of the compressible foundations strata. The increase in deformation modulus of the foun- dations strata with an in...

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Bibliographic Details
Published in:Stroitelʹnaâ mehanika inženernyh konstrukcij i sooruženij (Online) 2016-03 (2), p.63-67
Main Authors: O D Rubin, P V Shestopalov
Format: Article
Language:English
Subjects:
вертикальные сжимающие напряжения
глубина сжимаемой толщи
компрессионные испытания
конечно-элементное моделирование
напряженно- де- формированное состояние
нескальное основание
прочность
строящиеся бетонные сооружения
устойчивость
фрагмент основания
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Summary:An improved method of numerical finite-element modeling of concrete structures built on nonrock foundations is provided. The dimensions of the modeled fragment reason to the depth limit of the compressible foundations strata. The increase in deformation modulus of the foun- dations strata with an increase in the depth of the soil layers is taken into account
ISSN:1815-5235
2587-8700