The Influence of the Dynamics of Temperature Distribution of Permafrost Soils on Assessing the Foundations’ Reliability on the Example of a Seasonal Change in the Bearing Capacity of Poles

Tyumen State University Herald. Physical and Mathematical Modeling. Oil, Gas, Energy


Release:

2017, Vol. 3. №4

Title: 
The Influence of the Dynamics of Temperature Distribution of Permafrost Soils on Assessing the Foundations’ Reliability on the Example of a Seasonal Change in the Bearing Capacity of Poles


For citation: Primakov S. S., Zabora I. V., Arinshteyn E. A., Tatosov A. V. 2017. “The Influence of the Dynamics of Temperature Distribution of Permafrost Soils on Assessing the Foundations’ Reliability on the Example of a Seasonal Change in the Bearing Capacity of Poles”. Tyumen State University Herald. Physical and Mathematical Modeling. Oil, Gas, Energy, vol. 3, no 4, pp. 41-50. DOI: 10.21684/2411-7978-2017-3-4-41-50

About the authors:

Sergey S. Primakov, Cand. Sci. (Tech.), Head of Department of Permafrost Soil, Novatek-STC (Tyumen); primakovss@yandex.ru

Igor V. Zabora, Assistant, Department of Applied and Technical Physics, University of Tyumen; zaboraiv@yandex.ru

Eduard A. Arinshteyn, Dr. Sci. (Phys.-Math.), Professor, University of Tyumen; e.a.arinshtejn@utmn.ru

Alexey V. Tatosov, Dr. Sci. (Phys.-Math.), Professor, Department of Fundamental Mathematics and Mechanics, University of Tyumen; atatosov@utmn.ru

Abstract:

Siberia is the center of the fuel and energy complex of Russia. Here hydrocarbons are developed, an extensive network of pipelines has been created, and new large-scale projects are planned and organized. The construction and maintenance of the infrastructure throughout the north of our country is a fundamental task. The construction of pile structures and foundations is the basis of all constructions on permafrost soils.

This article proposes an algorithm for and provides a detailed description of the method, which accounts for various factors affecting the complex of forces acting on the poles in the ground, which allows to improve the calculation of the pole’s carrying capacity.

References:

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