Technical Papers
Aug 6, 2024

Study of Heat–Mass Transfer and Salt–Frost Expansion Mechanism of Sulfate Saline Soil during the Unidirectional Freezing Process

Publication: International Journal of Geomechanics
Volume 24, Issue 10

Abstract

The water and salt movement and crystallization deformation of saline soil in cold and arid regions is a complex hydrothermal–salt–mechanical coupling problem. Based on the law of mass conservation, the law of energy conservation, and the theory of permafrost mechanics, the hydrothermal–salt–mechanical coupling mathematical model of unsaturated sodium sulfate saline soil is established. The model takes into account the latent heat of phase transition, crystallization impedance, consumption of crystallization, ice crystal self-cleaning behavior, and temperature as mechanical parameters. Numerical simulations using COMSOL Multiphysics (version 5.5) software were carried out, and the outcomes were analyzed and compared with unidirectional freezing test data. The findings show that the coupled model accurately simulates heat–mass transfer, crystallization, and salt freeze–thaw deformation in unsaturated saline soil. In the unidirectional freezing process, the temperature, salt freezing deformation, and freezing depth within the saline soil showed a three-stage rule of change, and the migration of water and salt to the freezing front made the water and salt content in the freezing zone increase significantly and form a laminar distribution, and the peak of the water and salt content appeared at the freezing front. The migration of water and salt aids in forming ice and salt crystals that rapidly grow within the soil pores of the freezing zone, leading to salt freeze–thaw deformation. Furthermore, the models and results of this study offer crucial insights into the mechanisms of soil salinization, desertification, and salt freeze–thaw deformation in cold and arid regions.

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Data Availability Statement

All data, models, and codes generated or used for the analysis in the paper appear in the published article.

Acknowledgments

This study was supported by the Research Initiation Program for Introducing High-level Talents of Tianshui Normal University (Grant No. KYQ2023-06); the Science and Technology Program of Gansu Province (Grant Nos. 22JR5RA325 and 22JR5RE200); the Project of Innovation Fund for College Teachers of Gansu Provincial Department of Education (2024A-121); and the Qinzhou District, Tianshui City, Gansu Province, Science and Technology Major Special Programs (Grant No. 2023-SHFZG-4741).

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International Journal of Geomechanics
Volume 24Issue 10October 2024

History

Received: Sep 30, 2023
Accepted: May 3, 2024
Published online: Aug 6, 2024
Published in print: Oct 1, 2024
Discussion open until: Jan 6, 2025

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Chongliang Luo, Ph.D. [email protected]
Lecturer, Dept. of Civil Engineering, Tianshui Normal Univ., Tianshui 741000, PR China. Email: [email protected]
Yunyan Yu, Ph.D. [email protected]
Professor, Dept. of Civil Engineering, Lanzhou Jiaotong Univ., Lanzhou 730070, PR China (corresponding author). Email: [email protected]
Jing Zhang, Ph.D. [email protected]
Assistant Researcher, Dept. of State Key Laboratory of Frozen Soil Engineering, Northwest Institute of Eco-Environment and Resources., Lanzhou 730000, PR China. Email: [email protected]
Lecturer, Dept. of Civil Engineering, Tianshui Normal Univ., Tianshui 741000, PR China. ORCID: https://orcid.org/0000-0002-5255-8749. Email: [email protected]
Tinghua Zhang [email protected]
Graduate Student, Dept. of Civil Engineering, Lanzhou Jiaotong Univ., Lanzhou 730070, PR China. Email: [email protected]
Qianzhong Du [email protected]
Graduate Student, Dept. of Civil Engineering, Lanzhou Jiaotong Univ., Lanzhou 730070, PR China. Email: [email protected]
Graduate Student, Dept. of Civil Engineering, Lanzhou Jiaotong Univ., Lanzhou 730070, PR China. Email: [email protected]
Graduate Student, Dept. of Civil Engineering, Lanzhou Jiaotong Univ., Lanzhou 730070, PR China. Email: [email protected]

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