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contributor authorH. M. Abuel-Naga
contributor authorD. T. Bergado
contributor authorA. Bouazza
date accessioned2017-05-08T21:32:05Z
date available2017-05-08T21:32:05Z
date copyrightMarch 2008
date issued2008
identifier other%28asce%291532-3641%282008%298%3A2%28114%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/55148
description abstractThis 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.
publisherAmerican Society of Civil Engineers
titleThermal Conductivity Evolution of Saturated Clay under Consolidation Process
typeJournal Paper
journal volume8
journal issue2
journal titleInternational Journal of Geomechanics
identifier doi10.1061/(ASCE)1532-3641(2008)8:2(114)
treeInternational Journal of Geomechanics:;2008:;Volume ( 008 ):;issue: 002
contenttypeFulltext


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