Abstract

The thermal conductivity of soil is an important parameter that determines the geothermal properties of geotechnical engineering structures. In this research, a series of thermal needle tests were conducted to investigate the effects of water content, dry density, degree of saturation, and porosity on the thermal conductivity of mucky silty clay. Three models were used to predict the thermal conductivity of mucky silty clay in Nanjing, China. The results indicate that the critical water content of 25% can be attained by mucky silty clay, while its thermal conductivity is related linearly and exponentially to dry density and degree of saturation, respectively. Similarly, thermal conductivity is exponentially related to porosity. A modified predictive model of mucky silty clay that considers its high water content was established based on a parallel-series mixed model. By comparing it with three classic models and three sets of measured data from three sites in Nanjing, it is demonstrated that the modified predictive model can accurately estimate the thermal conductivity of mucky silty clay. This research contributes to a more comprehensive understanding of the heat transfer mechanism in mucky silty clay and provides thermal parameters for the design of geothermal-related structures in such soils.

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Data Availability Statement

All data, models, and code generated or used during the study appear in the published article.

Acknowledgments

The authors are grateful for the financial and technical support provided by the National Key R&D Program of China (2016YFC0800200) and the National Natural Science Foundation of China (Grant Nos. 41672294 and 41877231).

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 32Issue 8August 2020

History

Received: May 10, 2019
Accepted: Feb 6, 2020
Published online: May 29, 2020
Published in print: Aug 1, 2020
Discussion open until: Oct 29, 2020

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Ph.D. Student, Institute of Geotechnical Engineering, Southeast Univ., Nanjing, Jiangsu 211189, China. ORCID: https://orcid.org/0000-0002-8491-5974. Email: [email protected]
Professor, Institute of Geotechnical Engineering, Southeast Univ., Nanjing, Jiangsu 211189, China (corresponding author). ORCID: https://orcid.org/0000-0002-5223-2124. Email: [email protected]
Associate Research Scientist, Zachry Dept. of Civil and Environmental Engineering, Texas A&M Univ., 201 Dwight Look Engineering Building College Station, TX 77843-3136. ORCID: https://orcid.org/0000-0001-5921-9582. Email: [email protected]
Ph.D. Student, Institute of Geotechnical Engineering, Southeast Univ., Nanjing, Jiangsu 211189, China. ORCID: https://orcid.org/0000-0001-9389-3415. Email: [email protected]
Songyu Liu, Ph.D., M.ASCE [email protected]
Professor, Institute of Geotechnical Engineering, Southeast Univ., Nanjing, Jiangsu 211189, China. Email: [email protected]

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