Technical Papers
Feb 21, 2024

Moisture Migration in Unsaturated Sands under Controlled Thermal Gradient: A Heat Cell Study

Publication: International Journal of Geomechanics
Volume 24, Issue 5

Abstract

Understanding the moisture migration of unsaturated soil in response to temperature changes is essential in soil science and geosystems applications. The coupling of thermohydro (TH) processes is a result of changes in fluid density and viscosity; however, gravity can disrupt the moisture migration of unsaturated sand initiated by a thermal gradient when the sand is considerably porous. Moreover, the moisture redistribution caused by the gravity effect is influenced by the imposed boundary temperature and initial moisture content of the unsaturated sand. Therefore, this paper presents heating tests performed on sand specimens of different gradations and subjected to various thermal gradients in a modified and well-controlled soil testing cell to evaluate the coupling behavior of TH processes in unsaturated sand. Two sands were tested in the soil testing cell, which was equipped with thermocouples (TCs) to measure the temperature and time-domain reflectometry (TDR) sensors to measure the apparent dielectric constant (Ka); three temperature boundary conditions were imposed on the soil testing cell to create two thermal gradients. This study shows that gravity, thermal boundary conditions, initial moisture content, and matric suction influence the migration of moisture: the silty sand, as compared with pure sand, more properly displayed the phenomenon of coupled TH processes in unsaturated soil when tested at a temperature gradient of 200°C/m and initial moisture content of 6%. The study provides an advanced understanding of the paired migration of heat and moisture in porous media under various conditions, including thermal gradient, initial moisture content, and gradation.

Practical Applications

When unsaturated soils are under a temperature gradient, the pore water tends to move from the heat source to a cooler end in search of moisture equilibrium. Temperature-driven moisture flow is commonly investigated in soil science, agriculture, and geosystems. For example, the soil surrounding a geosystem (electrical cables and ground heat exchangers) experiences heating and cooling cycles when heat energy is exchanged from buildings to the soil via the geosystem. This heat exchange can effectively cool the buildings in the summer and heat the buildings in the winter. To maintain effective heat transfer in the soil, it is necessary to investigate the temperature-driven moisture flow, as it has been established that redistributed moisture also significantly impacts heat transport. At the same time, the moisture flow is also influenced by gravity, particularly for coarse sands. Moisture flow in coarse sands is more prone to the effect of gravity than that in fine sands. This paper evaluates how the physical and hydraulic properties of the soil, such as gradation and suction, can affect the coupled thermal and hydraulic processes. The gravitational effect can dominate the moisture redistribution depending on the direction of the temperature gradient.

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Data Availability Statement

All data that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

The authors acknowledge the Dwight David Eisenhower Transportation Fellowship Program (DDETFP) sponsored by the Federal Highway Administration (FHWA) for financially supporting the main author during this project.

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Go to International Journal of Geomechanics
International Journal of Geomechanics
Volume 24Issue 5May 2024

History

Received: Oct 16, 2022
Accepted: Oct 19, 2023
Published online: Feb 21, 2024
Published in print: May 1, 2024
Discussion open until: Jul 21, 2024

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Authors

Affiliations

Nice Kaneza, S.M.ASCE [email protected]
Graduate Research Assistant, Dept. of Civil Engineering, Univ. of Texas, Arlington, TX 76019. Email: [email protected]
Project Manager, Geotechnical Engineering and Testing, Houston, TX 77396; formerly, Graduate Research Assistant, Univ. of Texas, Arlington, TX 76019. ORCID: https://orcid.org/0000-0002-4927-7735. Email: [email protected]
Professor, Dept. of Civil Engineering, Univ. of Texas, Arlington, TX 76019 (corresponding author). ORCID: https://orcid.org/0000-0002-5681-0390. Email: [email protected]

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