Email this article NUMERICAL MODELING OF DEFORMATIONS OF THE INHOMOGENEOUS VISCOELASTOPLASTIC SOIL FOUNDATION
- Authors: Kurachka KC1
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Affiliations:
- УО «Гомельский государственный технический университет имени П. О. Сухого», Республика Беларусь
- Issue: No 3 (2010)
- Pages: 16-23
- Section: Articles
- URL: https://ogarev-online.ru/1815-5235/article/view/346822
- ID: 346822
Cite item
Abstract
The paper is dedicated to the creation of the mathematical model of deformations of the inhomogeneous viscoelastoplastic soil foundation.
The algorithm, which based on the finite elements method, and the software is developed for numerical modeling viscoelastoplastic deformations of inhomogeneous ground bases. By means of the developed software research of presented mathematical model is carried out.
The algorithm, which based on the finite elements method, and the software is developed for numerical modeling viscoelastoplastic deformations of inhomogeneous ground bases. By means of the developed software research of presented mathematical model is carried out.
About the authors
K C Kurachka
УО «Гомельский государственный технический университет имени П. О. Сухого», Республика Беларуськ.т.н., доцент; УО «Гомельский государственный технический университет имени П. О. Сухого», Республика Беларусь
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