TECHNICAL PAPERS
Mar 1, 2008

Thermal Conductivity Evolution of Saturated Clay under Consolidation Process

Publication: International Journal of Geomechanics
Volume 8, Issue 2

Abstract

This paper presents the results of a study on the thermal conductivity of a soft saturated clay (Bangkok clay) carried out in relation to an investigation into thermal ground improvement using prefabricated vertical drains. The thermal conductivity of clay specimens was measured, at different porosities and temperature levels, using a simple nondestructive steady-state test method. In addition, a theoretical mixture model to simulate the evolution of thermal conductivity of saturated fine-grained soils has been introduced. It is formulated in terms of thermal conductivity and volume fraction of each soil phase (solid and water), and a morphological parameter controlled by the soil fabric condition. The proposed model has been validated against thermal conductivity results reported in the literature and results obtained from the present investigation. Reasonable agreement has been obtained between the predicted and measured thermal conductivity values.

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Go to International Journal of Geomechanics
International Journal of Geomechanics
Volume 8Issue 2March 2008
Pages: 114 - 122

History

Received: Jun 5, 2006
Accepted: Aug 7, 2007
Published online: Mar 1, 2008
Published in print: Mar 2008

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Authors

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H. M. Abuel-Naga
Senior Lecturer, Dept. of Civil and Environmental Engineering, Faculty of Engineering, The Univ. of Auckland, Private Bag 92019, Auckland Mail Centre, Auckland 1142, New Zealand (corresponding author). Email: [email protected]
D. T. Bergado
Professor, School of Engineering and Technology, Asian Institute of Technology, P.O. Box 4, Khlong Luang, Pathumthani 12120, Thailand. E-mail: [email protected]
A. Bouazza
Associate Professor, Dept. of Civil Engineering, Building 60, Monash Univ., Melbourne, Vic. 3800, Australia. E-mail: [email protected]

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