Proceedings of the 2025 7th International Conference on Civil Engineering, Environment Resources and Energy Materials (CCESEM 2025)

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Research Progress of Influence of Temperature on Compressive Strength of Frozen Soil

Authors
Buqing Yan1, *, Kun Zhang1, Yunshan Zhang1, Xianchun Chen1, Shaolin He1, Haiyang Yi1, Linyu Chen1, Weifeng Long1, Hao Tian1
1Research Center of Applied Geology of China Geological Survey, Chengdu, 610036, China
*Corresponding author. Email: 18780176271@163.com
Corresponding Author
Buqing Yan
Available Online 16 December 2025.
DOI
10.2991/978-94-6463-902-5_7How to use a DOI?
Keywords
Frozen soil; Compressive strength; Temperature; Function
Abstract

Frozen soil, including pore water, pore ice, soil particles and air, is widely distributed on the earth’s surface. Its compressive strength is a significant parameter, which is closely related to cold area engineering and freezing construction. There are many factors affecting its compressive strength, among which temperature is the most important one. For frozen soil, by summarizing the research results on the influence of temperature on the compressive strength of it, the functional relationship between temperature and compressive strength is summarized. The results show the compressive strength is sensitive to the temperature and increases with its decrease. The functional relationship between temperature and compressive strength can be described by exponential function or power function. They can both represent the change law of compressive strength of frozen soil with temperature.

Copyright
© 2025 The Author(s)
Open Access
Open Access This chapter is licensed under the terms of the Creative Commons Attribution-NonCommercial 4.0 International License (http://creativecommons.org/licenses/by-nc/4.0/), which permits any noncommercial use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license and indicate if changes were made.

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Volume Title
Proceedings of the 2025 7th International Conference on Civil Engineering, Environment Resources and Energy Materials (CCESEM 2025)
Series
Advances in Engineering Research
Publication Date
16 December 2025
ISBN
978-94-6463-902-5
ISSN
2352-5401
DOI
10.2991/978-94-6463-902-5_7How to use a DOI?
Copyright
© 2025 The Author(s)
Open Access
Open Access This chapter is licensed under the terms of the Creative Commons Attribution-NonCommercial 4.0 International License (http://creativecommons.org/licenses/by-nc/4.0/), which permits any noncommercial use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license and indicate if changes were made.

Cite this article

risenwbib
TY  - CONF
AU  - Buqing Yan
AU  - Kun Zhang
AU  - Yunshan Zhang
AU  - Xianchun Chen
AU  - Shaolin He
AU  - Haiyang Yi
AU  - Linyu Chen
AU  - Weifeng Long
AU  - Hao Tian
PY  - 2025
DA  - 2025/12/16
TI  - Research Progress of Influence of Temperature on Compressive Strength of Frozen Soil
BT  - Proceedings of the 2025 7th International Conference on Civil Engineering, Environment Resources and Energy Materials (CCESEM 2025)
PB  - Atlantis Press
SP  - 52
EP  - 59
SN  - 2352-5401
UR  - https://doi.org/10.2991/978-94-6463-902-5_7
DO  - 10.2991/978-94-6463-902-5_7
ID  - Yan2025
ER  -