Temperature calculation of soil foundation in geotechnical software packages

Authors

  • Dmitry S. Skvortsov Industrial University of Tyumen
  • Anton I. Sinitskii Scientific Center for Arctic Studies
  • Erkn A. Zhajsambaev Industrial University of Tyumen

DOI:

https://doi.org/10.31660/2782-232X-2024-3-54-63

Abstract

 A crucial step in addressing the challenge of constructing shallow foundations on seasonally freezing heaving soils is performing temperature calculations of the soil foundation. The software packages Frost 3D and QFrost can be used for conducting these temperature calculations. This research compared the results of calculating frost penetration depths of a test site’s soil foundation using Frost 3D and QFrost with data from geotechnical monitoring. The test site was located in Tyumen, in the vicinity of the Bereznyaki settlement. The study found that using Frost 3D and QFrost software packages for modeling the soil foundation allows for determining frost penetration depths with an error of up to 3.5 %, indicating the reliability of the results and the possibility of using these software packages for performing temperature calculations.

Keywords:

seasonally freezing soil, temperature calculation, software package, building foundation, geocryology, soil phase state, Frost 3D, QFrost

About the authors:

Dmitry S. Skvortsov, Industrial University of Tyumen

Assistant in the Department of Building Structures

Anton I. Sinitskii, Scientific Center for Arctic Studies

Cand. Sci. (Geology and Mineralogy), Leading Researcher

Erkn A. Zhajsambaev, Industrial University of Tyumen

Postgraduate Student in the Department of Construction Production

General view of the temperature calculation scheme in QFrost software

Published

How to Cite

Skvortsov, D.S. Temperature calculation of soil foundation in geotechnical software packages / D.S. Skvortsov, A.I. Sinitskii, E.A. Zhajsambaev. – DOI 10.31660/2782-232X-2024-3-54-63 // Architecture, construction, transport. – 2024. – № 3. – P. 54-63.