Proceedings of the 3rd International Conference on Green Building, Civil Engineering and Smart City (GBCESC 2024)

Study on the Effect of Freeze-thaw on the Unconfined Compressive Strength of Silt

Authors
Lei Chen1, Lei Zhang1, *, Xiaoliang Lian2, Yi Liao3
1Faculty of Architecture and Engineering, Kunming University of Science and Technology, Kunming, 650500, China
2Minmetals 23Rd Metallurgical Construction Group Limited, Changsha, 410014, China
3China Construction Third Bureau, Third Construction Engineering Co., Ltd., Wuhan, 430070, China
*Corresponding author. Email: zl5359@163.com
Corresponding Author
Lei Zhang
Available Online 19 May 2025.
DOI
10.2991/978-94-6463-728-1_43How to use a DOI?
Keywords
freeze-thaw cycles; silt; unconfined compressive strength; water content; prediction methods
Abstract

Using typical silt from the west bank of Qinghai Lake as the research object, we prepared silt specimens with Initial moisture contents of 21%, 24%, 27%. We investigated the effects of the freeze-thaw cycle times and the initial water content on the unconfined compressive strength of the silt through indoor freeze-thaw cycle tests and unconfined compressive strength tests. The results indicate that the stress-strain characteristics of the silt are significantly influenced by both the initial moisture content and freeze-thaw cycle times. The effects of freezing- thawing notably deteriorate the strength of the silt, with the most considerable attenuation occurring after the first cycle. Additionally, the strength of the silt decreases as the initial moisture content increases, with freeze-thaw cycling has a greater effect on silts with higher initial moisture content. Based on these observations, we fitted a function to the test data and found that the strength of the silt follows an approximate natural exponential decay relationship with the freeze-thaw cycle times. Consequently, we established a predictive model for strength under the combined influence of the freeze-thaw cycle times and the initial water content.

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 3rd International Conference on Green Building, Civil Engineering and Smart City (GBCESC 2024)
Series
Advances in Engineering Research
Publication Date
19 May 2025
ISBN
978-94-6463-728-1
ISSN
2352-5401
DOI
10.2991/978-94-6463-728-1_43How 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

TY  - CONF
AU  - Lei Chen
AU  - Lei Zhang
AU  - Xiaoliang Lian
AU  - Yi Liao
PY  - 2025
DA  - 2025/05/19
TI  - Study on the Effect of Freeze-thaw on the Unconfined Compressive Strength of Silt
BT  - Proceedings of the 3rd International Conference on Green Building, Civil Engineering and Smart City (GBCESC 2024)
PB  - Atlantis Press
SP  - 433
EP  - 443
SN  - 2352-5401
UR  - https://doi.org/10.2991/978-94-6463-728-1_43
DO  - 10.2991/978-94-6463-728-1_43
ID  - Chen2025
ER  -