Thermo-mechanical behavior of a full-scale energy pile equipped with a spiral pipe configuration

Author:

Wu Di1,Liu Hanlong2,Kong Gangqiang34,Rotta Loria Alessandro F.5

Affiliation:

1. School of Science, Qingdao University of Technology, Fushun Road No. 11, Qingdao, Shandong 266033, P.R. China.

2. Key Laboratory of New Technology for Construction of Cities in Mountain Area, Chongqing University, Shabei Road No. 83, Chongqing 400045, P.R. China.

3. Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Xikang Road No. 1, Nanjing, Jiangsu 210098, P.R. China.

4. Key Laboratory of Geological Hazards on Three Gorges Reservoir Area of Ministry of Education, China Three Gorges University, Yichang, Hubei 443002, P.R. China.

5. Mechanics and Energy Laboratory, Department of Civil and Environmental Engineering, Northwestern University, 2145 Sheridan Road, Evanston, IL 60208, USA.

Abstract

This study investigates the thermo-mechanical behavior of energy piles equipped with a spiral pipe configuration. The analysis is based on the results of a full-scale energy pile as well as three-dimensional thermo-mechanical finite element analyses. The thermo-mechanical behavior of two energy piles with five U-shaped pipes connected in series and parallel, characterized by the same total length of the piping network, is also analyzed numerically for comparison purposes. The results of this work highlight that energy piles equipped with a spiral pipe configuration are characterized by the lowest trends of average temperature variation and thermally induced vertical stress within their volume, as compared to energy piles equipped with five U-shaped pipe configurations connected in series or parallel. Considerable variations in temperature and thermally induced vertical stress arise in the vicinity of the piping network embedded in all of the considered energy piles. Nevertheless, energy piles equipped with a spiral pipe configuration appear the best solution for practical applications in comparison with U-shaped pipe configurations of the same total length, because they maximize the heat exchange that is achieved with the ground and minimize the associated thermally induced variations of their mechanical response.

Publisher

Canadian Science Publishing

Subject

Civil and Structural Engineering,Geotechnical Engineering and Engineering Geology

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