The Influence of the Thermal Effect on the Stress-Strain State of the Soil

Author:

Remez N.1,Dychko A.1,Kraychuk A.2,Kraychuk S.2,Ostapchuk N.2

Affiliation:

1. 1 National Technical Universty of Ukraine “Igor Sikorsky Kyiv Polytechnic Institute” 37 Peremohy Ave., Kyiv, 03056 , Ukraine

2. 2 Rivne State University of Humanities 12 Stepana Bandery Str., Rivne, 33028 , Ukraine

Abstract

Abstract The present paper provides the dependence of the temperature change on time and the depth of the soil massif based on numerical calculations. Mathematical modelling of the one-dimensional soil temperature field via an algorithm and a PC program is carried out without taking into account the influence of the phase transition of moisture in the soil pores during seasonal freezing and thawing using the finite difference method. The amplitude of fluctuations in the temperature regime is obtained as that decreases with depth from the soil surface. It is established that over time heat spreads from the pipeline to the surface of the soil, and over time more intense heating occurs both near the pipeline and in the body of the soil massif.

Publisher

Walter de Gruyter GmbH

Subject

Psychiatry and Mental health,Neuropsychology and Physiological Psychology

Reference11 articles.

1. Plum, R.L., & Esrig, M. J. (1969). Some Temperature Effects on Soil Compressibility and Porewater Pressure. Highway Research Board. SpRpt, 103, 213–242.

2. Campanella, R.G., & Mitchell, J.K. (1968). Influence of Temperature Variations on Soil Behavior. J. Soil Mechanics and Foundations Division, 94, 709–734.

3. Laloui, L. (2001).Thermo-Mechanical Behavior of Soils. Revue Francaisedegenie Civil, 5, 809–843.

4. Ivanik, O.M., & Lavrenyuk, M.V. (2008). Factors Provoking Strained and Deformed State in the System of Geological Medium-Pipeline in Cryolithozone and their Quantitative Assessment (Numerical Data Based on Computer Modeling). Geoinformatika, Ukraine, 1, 53–59.

5. Kovalchuk, V., Hnativ, Y., Luchko, J., & Sysyn, M. (2020). Study of the Temperature Field and the Thermo-elastic State of the Multilayer Soil-Steel Structure. Roads and Bridges – Drogi i Mosty, 19 (1), 65–78.

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