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dc.contributor.authorLazenby, Nicola
dc.contributor.authorShepley, Paul
dc.contributor.authorSmith, Colin
dc.contributor.otherIGSHPA Technical/Research Conference and Expo (2017)
dc.date.accessioned2017-03-06T15:38:20Z
dc.date.available2017-03-06T15:38:20Z
dc.date.issued2017
dc.identifieroksd_igshpa_2017_Lazenby
dc.identifier.urihttps://hdl.handle.net/11244/49324
dc.description.abstractPile foundations provide a low-intrusive mechanism for installing heat exchangers into the ground, especially if the piles are being installed to support the building. The ground temperature is relatively constant at depths >10 m, providing consistent performance of the heat exchanger to the operator. However, as these piles are also being used to support the building above, a greater understanding of clay's response to temperature must be further identified to allow confidence in their installation. A review of case studies, field tests and laboratory tests illustrates the need for further work in ths area. This paper reports initial results from a series of specialized tests on two types of clay subjected to five thermal cycles, representing the long-term operation of pile foundation heat exchangers, and shows that distinct shrink/swell cycles occur leading to ~5% reduction in volume over the five cycles for a kaolin clay and 0.5% for a glacial till..
dc.formatapplication/pdf
dc.languageen_US
dc.publisherInternational Ground Source Heat Pump Association
dc.rightsIn the Oklahoma State University Library's institutional repository this paper is made available through the open access principles and the terms of agreement/consent between the author(s) and the publisher. The permission policy on the use, reproduction or distribution of the article falls under fair use for educational, scholarship, and research purposes. Contact Digital Resources and Discovery Services at lib-dls@okstate.edu or 405-744-9161 for further information.
dc.subjectheat exchangers
dc.subjectgeothermal resources
dc.titleProviding low carbon cooling through pile foundations; the effect of thermal cycling on clay strength
osu.filenameoksd_igshpa_2017_Lazenby.pdf
dc.identifier.doi10.22488/okstate.17.000517
dc.type.genreConference proceedings
dc.type.materialText


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