NUMERICAL MODELING OF DEFORMATIONS OF THE INHOMOGENEOUS VISCOELASTOPLASTIC SOIL FOUNDATION

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.

Keywords

• вязкоупругопластическое неоднородное грунтовое основание
• МКЭ
• численное моделирование
• осадка плитного фундамента