Energy piles offer a promising and eco-friendly technique to heat or cool buildings. Energy piles can be exploited as ground heat exchangers of a ground source heat pump system. In such application, the energy pile and its surrounding soil are subjected to temperature changes that could significantly affect the pile–soil interaction behaviour. The aim of this paper is to review the current state of knowledge on the design of energy piles in terms of the geostructural and heat exchanger functions. Furthermore, a conceptual understanding of the potential temperature effects on the mechanical behaviour of piles is proposed in this paper. Based on this conceptual understanding as well as the reported thermo-hydro-mechanical behaviour of saturated clays in the literature, the challenging geotechnical aspects facing the energy pile design are highlighted, and further research efforts to refine them are recommended.
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August 2015
Research Article|
August 01 2015
Energy piles: current state of knowledge and design challenges Available to Purchase
Hossam Abuel-Naga, MSc, PhD;
Hossam Abuel-Naga, MSc, PhD
Senior Lecturer
Department of Civil and Environmental Engineering, The University of Auckland, Auckland, New Zealand
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Mohammad Imad N. Raouf, MSc, PhD;
Mohammad Imad N. Raouf, MSc, PhD
Senior Engineer, Research and Development Committee
Qatar General Electricity and Water Corporation KAHRAMAA, Doha, Qatar
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Ayman M.I. Raouf, BE (Hons);
Ayman M.I. Raouf, BE (Hons)
Postgraduate Student
Bogazici University, Istanbul, Turkey
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Adel G. Nasser, MSc, PhD
Adel G. Nasser, MSc, PhD
Senior Project Manager
School of Mechanical, Aerospace and Civil Engineering, The University of Manchester, Manchester, UK
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Publisher: Emerald Publishing
Received:
May 01 2013
Accepted:
April 25 2014
ICE Publishing: All rights reserved
2015
Environmental Geotechnics (2015) 2 (4): 195–210.
Article history
Received:
May 01 2013
Accepted:
April 25 2014
Citation
Abuel-Naga H, Raouf MIN, Raouf AM, Nasser AG (2015), "Energy piles: current state of knowledge and design challenges". Environmental Geotechnics, Vol. 2 No. 4 pp. 195–210, doi: https://doi.org/10.1680/envgeo.13.00019
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