Application the modern software packages of numerical simulation to determine the stress-strain state of system "array of soil-pile"

Ye A Zahoruiko, D L Kapinus, T Ye Usmanova

Abstract


Results of modeling bootstrap tests using the program complex PLAXIS 3D FOUNDATION to estimate an opportunity of its use to solve problems connected with deformation processes in soils are presented

Keywords


computer modeling; models of soils; bearing capacity; pile; finite-element method

References


Муйземнек А.Ю. Идентификация параметров моделей грунтов / А.Ю.Муйземнек, Г.Г.Болдырев, Д.В.Арефьев // Инженерная геология. – 2010. – №9. – С.36–41.

Plaxis 3D Foundation Material Models Manual. – Version 1. – 2006. – 82с.

Строкова Л.А. Определение параметров для численного моделирования поведения грунтов / Л.А.Строкова // Изв. Томского политехнич. ун-та. – 2008. – Т.313. – №1.

Plaxis 3D Foundation Tutorial Manual. – Version 1. – 2006. – 94с.




DOI: http://dx.doi.org/10.20535/2079-5688.2011.21.55397

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ISSN 2079-5688 (Print),  ISSN 2519-2167 (Online)