Chapter
Feb 21, 2020
Geo-Congress 2020

Effect of Initial Moisture Content on Critical Temperature of Three Sandy Soils

Publication: Geo-Congress 2020: Geo-Systems, Sustainability, Geoenvironmental Engineering, and Unsaturated Soil Mechanics (GSP 319)

ABSTRACT

Once soil temperature reaches a critical temperature due to heat generated from a heat source (e.g., ground-based heat exchangers, buried electrical cables), moisture migration is initiated, which may result in a significant change in soil thermal conductivity. In this study, laboratory testing was performed to evaluate how initial moisture content affects soil critical temperature. Temperature and moisture contents of three sandy soils at 1% and 3% initial moisture contents were measured using a radial-based apparatus, including a centrally placed heating element. While discontinuities near the boundary between dry and wet zones were clearly observed in soils at 3% initial moisture content, the 1% initial moisture content cases had gradual temperature profiles instead of pronounced discontinuities. Temperature and moisture profiles were thus used with soil images to determine critical temperature. As initial moisture content increased from 1% to 3%, moisture migration decreased with an increase in critical temperature average from 31.6 °C to 44.7 °C. This experimental data supports the concept that soil critical temperature is not a constant for a soil compacted to the same density and that other mechanistic attributes are causative.

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Go to Geo-Congress 2020
Geo-Congress 2020: Geo-Systems, Sustainability, Geoenvironmental Engineering, and Unsaturated Soil Mechanics (GSP 319)
Pages: 21 - 30
Editors: James P. Hambleton, Ph.D., Northwestern University, Roman Makhnenko, Ph.D., University of Illinois at Urbana-Champaign, and Aaron S. Budge, Ph.D., Minnesota State University, Mankato
ISBN (Online): 978-0-7844-8282-7

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Published online: Feb 21, 2020

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Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Univ. of Wisconsin–Madison, Madison, WI. E-mail: [email protected]
James M. Tinjum, F.ASCE [email protected]
P.E.
Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Wisconsin–Madison, Madison, WI. E-mail: [email protected]

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