A review on heat transfer performance and thermal-force response of energy piles
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Affiliation:

1.Institute of Civil Engineering; Key Laboratory of Engineering Disaster Prevention and Structural Safety, Ministry of Education, Guangxi University, Nanning 530004, P. R. China;2.Institute of Civil Engineering, Guilin University of Technology, Guilin 541000, Guanxi, P. R. China;3.Guangxi Comunications Investment Group Corporation Ltd, Nanning 530022, P. R. China

Clc Number:

TU473.1

Fund Project:

Innovation Project of Guangxi Graduate Education (No. YCBZ2021022); High-Level Innovation Team and Outstanding Scholar Program in Guangxi Colleges

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    Abstract:

    Energy pile combines the ground source heat pump system with the traditional pile foundation, which has the advantages of high heat exchange efficiency, less space occupation and low cost. This paper summarizes the latest research results on heat transfer and bearing performance of energy piles at home and abroad, and analyzes the influencing factors and mechanism of heat transfer performance, structural response under thermal-force coupling and numerical models of heat transfer and structural response of energy piles. Based on this basis, the next research suggestions and prospect of energy pile are put forward. The analysis indicates that the largest heat exchange area of the spiral tube and the best heat exchange efficiency; under the action of cyclic shear at the pile-soil interface, the lateral friction resistance attenuates, which continuously weakens the bearing capacity of the energy piles. Moreover, the uneven refrigeration/heating demand in one cycle may cause the surface temperature imbalance, thus affecting the heat exchange efficiency. Therefore, the optimized design of energy piles and the reliability of long-term service will be the focus of future research.

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谢金利,覃英宏,李颖鹏,蒙相霖,谭康豪,张星月.能源桩传热特性与热-力响应研究综述[J].土木与环境工程学报(中英文),2023,45(1):155~166

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History
  • Received:December 30,2020
  • Revised:
  • Adopted:
  • Online: February 20,2023
  • Published:
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