NUMERICAL SIMULATION OF FOUNDATIONS OF FREEZING SOIL
Abstract
Issues of freezing soil, frost heaving are difficult complex processes. Quantifying soil deformations associated with frost heaving and thawing is a challenge for geotechnical engineers. Changes in temperature affect influence of physical and mechanical properties of soils. This paper presents the dependencies of foundation settling on load using Plaxis 2D. The results of the models of the stress-strain state of the base were compared in the winter and summer periods. Changes in the settlement of pile foundations in seasonally freezing soils are insignificant and do not affect the bearing capacity. The purpose of this work is to compare the results of the calculation of the vertical settlement of a pile foundation by the finite element method of Plaxis 2D. A numerical analysis was carried out using the Finite Element Method (FEM) in the geotechnical program Plaxis 2D, which shows of change settlement of buildings in the seasonally freezing soil. The design in the program corresponds to the real data of the object.
About the Authors
A. Z. Zhussupbekov
Евразийский Национальный университет им. Л.Н. Гумилева
Russian Federation
Russian Federation
G. T. Tleulenova
Евразийский Национальный университет им. Л.Н. Гумилева
Russian Federation
Russian Federation
A. R. Omarov
Евразийский Национальный университет им. Л.Н. Гумилева
Russian Federation
Russian Federation
G. K. Tanyrbergenova
Евразийский Национальный университет им. Л.Н. Гумилева
Russian Federation
Russian Federation
References
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5. A.Zhussupbekov, Zh. Shakhmov, G. Tleulenova. A. Karagulova. Influence of climatic data to seasonally freezing soil ground in Kazakhstan. Proceedingofthe12th Symposium on Cold Regions Development. – Oulu, Finland. – 2019. – P.353-360.
Review
For citations:
Zhussupbekov A.Z., Tleulenova G.T., Omarov A.R., Tanyrbergenova G.K. NUMERICAL SIMULATION OF FOUNDATIONS OF FREEZING SOIL. Herald of the Kazakh-British technical university. 2020;17(1):135-140.
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