Technical Papers
Apr 28, 2021

Theoretical and Numerical Analyses on Hydro–Thermal–Salt–Mechanical Interaction of Unsaturated Salinized Soil Subjected to Typical Unidirectional Freezing Process

Publication: International Journal of Geomechanics
Volume 21, Issue 7

Abstract

The freezing process of salinized soil is a complex, dynamic, and interactive hydro–thermal–salt–mechanical (HTSM) coupled physical phenomenon. In many recent studies, soil was assumed to be saturated, and the theoretical models established were based on the framework of saturated soil, in which the influence of the vapor phase in freezing soil was neglected. In this paper, by considering the effect of vapor flow on heat movement and the relation between saturation and void ratio, an improved mathematical model will be established based on previous research. This improved hydro–thermal–salt–mechanical (IHTSM) model simulates the dynamic process of water migration, heat transfer, vapor flow, solute transport, and deformation. The numerical simulation implemented by the IHTSM model under the typical conditions of unidirectional freezing will be compared with previous research to verify the model's validity, and the various characteristics of the curves and their physical meaning will be analyzed by comparing them with the previous research. The dynamics of temperature, mass moisture content, displacement, salt content, volumetric vapor content and saturation degree in soil column will be discussed for the salinized soil during the freezing process. The results indicated that this improved model could provide a reference for the destruction process analysis of the harsh geological environment in cold, arid, and saline areas.

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Acknowledgments

The authors are grateful for the financial support for the study presented in this paper from the Shanghai Sailing Program (Grant No. 19YF1415500), the National Natural Science Foundation of China (Grant No. 41772303, 42077229) and the National Key R&D Program of China (Grant No. 2019YFC1520500).

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International Journal of Geomechanics
Volume 21Issue 7July 2021

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Received: Oct 8, 2020
Accepted: Jan 14, 2021
Published online: Apr 28, 2021
Published in print: Jul 1, 2021
Discussion open until: Sep 28, 2021

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Xudong Zhang, Ph.D. [email protected]
Lecturer, Dept. of Civil Engineering, Shanghai Univ., 99 Shangda Rd., Shanghai 200444, PR China. Email: [email protected]
Encheng Zhai [email protected]
Graduate Student, Dept. of Civil Engineering, Shanghai Univ., 99 Shangda Rd., Shanghai 200444, PR China. Email: [email protected]
Yajun Wu, Ph.D. [email protected]
Professor, Dept. of Civil Engineering, Shanghai Univ., 99 Shangda Rd., Shanghai 200444, PR China (corresponding author). Email: [email protected]
De’an Sun, Ph.D. [email protected]
Professor, Dept. of Civil Engineering, Shanghai Univ., 99 Shangda Rd., Shanghai 200444, PR China. Email: [email protected]
Yitian Lu, Ph.D. [email protected]
Postdoctor, Dept. of Civil Engineering, Shanghai Univ., 99 Shangda Rd., Shanghai 200444, PR China. Email: [email protected]

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