Despite an increasing worldwide use of geothermal energy foundations, there is a lack of published guidelines and results from thermal response testing of such installations. In this paper the results are presented from thermal response, thermal recovery and laboratory thermal testing performed at two sites in Ireland. Some practical issues concerned with the use of thermal response testing rigs, designed for use with deep boreholes, on relatively short piles are discussed and addressed. Given the relatively short geothermally active depth of the energy foundations tested, and the fact that the University College Dublin thermal response testing rig has been designed primarily for testing on medium and deep geothermal boreholes, thermal response tests of shorter durations than are normally used for deep boreholes were performed. The techniques used to analyse the various test results are outlined, and the resulting values of thermal conductivity obtained are within the range of those expected for the prevailing geology of the sites.
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1 December 2013
Research Article|
September 05 2013
Energy piles: site investigation and analysis Available to Purchase
Phil Hemmingway, BE, PhD, MIEI;
Phil Hemmingway, BE, PhD, MIEI
Teaching Fellow
School of Biosystems Engineering (formerly School of Civil, Structural and Environmental Engineering), University College Dublin, Ireland
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Mike Long, MEngSc, PhD, CEng, MIEI, MICE
Mike Long, MEngSc, PhD, CEng, MIEI, MICE
Senior Lecturer
School of Civil, Structural and Environmental Engineering, University College Dublin, Ireland
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Publisher: Emerald Publishing
Revision Received:
June 19 2012
Accepted:
May 01 2013
Online ISSN: 1751-8563
Print ISSN: 1353-2618
ICE Publishing: All rights reserved
2013
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (2013) 166 (6): 561–575.
Article history
Revision Received:
June 19 2012
Accepted:
May 01 2013
Citation
Hemmingway P, Long M (2013), "Energy piles: site investigation and analysis". Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, Vol. 166 No. 6 pp. 561–575, doi: https://doi.org/10.1680/geng.12.00075
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