Energy piles: current state of knowledge and design challenges

被引:22
作者
Abuel-Naga, Hossam [1 ]
Raouf, Mohammad Imad N. [2 ]
Raouf, Ayman M. I. [3 ]
Nasser, Adel G. [4 ]
机构
[1] Univ Auckland, Dept Civil & Environm Engn, Auckland, New Zealand
[2] Qatar Gen Elect & Water Corp KAHRAMAA, Res & Dev Comm, Doha, Qatar
[3] Bogazici Univ, Istanbul, Turkey
[4] Univ Manchester, Sch Mech Aerosp & Civil Engn, Manchester, Lancs, England
关键词
design; piles; temperature effects;
D O I
10.1680/envgeo.13.00019
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
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.
引用
收藏
页码:195 / 210
页数:16
相关论文
共 89 条
[1]  
Abdelaziz S. L., 2011, P GEO FRONT, P450
[2]  
ABDELHADI ON, 1981, J GEOTECH ENG-ASCE, V107, P1461
[3]   Soil thermal conductivity: Effects of density, moisture, salt concentration, and organic matter [J].
Abu-Hamdeh, NH ;
Reeder, RC .
SOIL SCIENCE SOCIETY OF AMERICA JOURNAL, 2000, 64 (04) :1285-1290
[4]   Volume change behaviour of saturated clays under drained heating conditions: experimental results and constitutive modeling [J].
Abuel-Naga, H. M. ;
Bouazza, Bergado A. ;
Ramana, G. V. .
CANADIAN GEOTECHNICAL JOURNAL, 2007, 44 (08) :942-956
[5]   Innovative thermal technique for enhancing the performance of prefabricated vertical drain during the preloading process [J].
Abuel-Naga, H. M. ;
Bergado, D. T. ;
Chaiprakalkem, S. .
GEOTEXTILES AND GEOMEMBRANES, 2006, 24 (06) :359-370
[6]   Experimental evaluation of engineering behavior of soft Bangkok clay under elevated temperature [J].
Abuel-Naga, H. M. ;
Bergado, D. T. ;
Ramana, G. V. ;
Grino, L. ;
Rujivipat, P. ;
Thet, Y. .
JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2006, 132 (07) :902-910
[7]   Thermomechanical model for saturated clays [J].
Abuel-Naga, H. M. ;
Bergado, D. T. ;
Bouazza, A. ;
Pender, M. .
GEOTECHNIQUE, 2009, 59 (03) :273-278
[8]   Effect of temperature on shear strength and yielding behavior of soft Bangkok clay [J].
Abuel-Naga, Hossam M. ;
Bergado, Dennes T. ;
Lim, Bee Fong .
SOILS AND FOUNDATIONS, 2007, 47 (03) :423-436
[9]   Thermally induced volume change and excess pore water pressure of soft Bangkok clay [J].
Abuel-Naga, Hossam M. ;
Bergado, Dennes T. ;
Boulazza, Abdelmalek .
ENGINEERING GEOLOGY, 2007, 89 (1-2) :144-154
[10]   Thermo-mechanical behaviour of energy piles [J].
Amatya, B. L. ;
Soga, K. ;
Bourne-Webb, P. J. ;
Amis, T. ;
Laloui, L. .
GEOTECHNIQUE, 2012, 62 (06) :503-519