Email this article THE FEATURES OF MATHEMATICAL FINITE-ELEMENT MODELING OF THE SYSTEM "NEWLY BUILT CONCRETE STRUCTURES - NON ROCK FOUNDATION"
- Authors: Rubin OD1, Shestopalov PV2
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Affiliations:
- АО «Научно-исследовательский институт энергетических сооружений»
- АО «ИГХолдинг Рус»
- Issue: No 2 (2016)
- Pages: 63-67
- Section: Articles
- URL: https://ogarev-online.ru/1815-5235/article/view/346484
- ID: 346484
Cite item
Abstract
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
About the authors
O D Rubin
АО «Научно-исследовательский институт энергетических сооружений»
Email: info@niies.ru
доктор технических наук
P V Shestopalov
АО «ИГХолдинг Рус»
Email: info@ighrus.com
инженер
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