Investigation on heat transfer characteristics of PHC energy piles in multi-layer strata

被引:0
|
作者
Chen J. [1 ,2 ]
Zhang G. [1 ,2 ]
Guo Y. [1 ,2 ]
Chen L. [1 ,2 ]
Ning B. [1 ]
Zhang S. [1 ]
Ya Z. [1 ]
Gao P. [1 ]
机构
[1] Institute of Geotechnical Engineering, Southeast University, Nanjing
[2] Jiangsu Key Laboratory of Urban Underground Engineering and Environmental Safety, Southeast University, Nanjing
基金
中国国家自然科学基金;
关键词
Energy pile; Multi-layer strata; Pile foundation; Temperature field; Thermal response test;
D O I
10.13722/j.cnki.jrme.2019.0685
中图分类号
学科分类号
摘要
The PHC energy pile and traditional vertical ground heat exchanger have significant differences in heat exchanger structure, environmental sensitivity and heat transfer behavior. The long-term in-situ thermal response test of PHC energy pile in multi-layer strata was carried out at the energy pile testing site of Jiulonghu campus of Southeast University. The pile length is 24 m, and the heat exchange pipe is a single U-shape pipe. The duration of test reaches 1 100 h. The 20 m deep ground temperature borehole is set at 0.5, 0.65 and 1.15 m from the center of the energy pile to monitor the ground temperature. Field test combined with numerical simulation to analyze and study the heat transfer behavior of PHC energy pile in multi-layer strata and the influence of multi-layer strata on the heat transfer performance of energy pile. The research results show that: (1) At the beginning of heating, the closer the soil to the energy pile, the faster the temperature rises. After a long heating period, the amplitude and velocity of ground temperature rise of each soil layer have decreased. For instance, after heating for 760 h, the temperature rise rate of each point in the soil decreased by more than 80% compared with the first continuous heating. (2) When the thermal response power changes, the closer the soil is to the energy pile, the greater the temperature of the energy pile and the more sensitive the response. As the distance increases, the temperature influence becomes smaller. The soil temperature response has a delay effect, and the further away from the energy pile, the greater the delay. (3) At the soil layer with high thermal conductivity and thermal diffusivity, the ground temperature amplitude and velocity of the soil near the energy pile are both small. Conversely, at the soil layer with lower thermal conductivity, the soil temperature near the energy pile rises faster and rises at a greater speed. (4) After the TRT unit stopped heating, the ground temperature at all points decreased and recovered quickly in the vicinity, while in the distance, the ground temperature showed a first increasing and then decreasing trend due to the delay effect. (5) Numerical simulation results show that thermal conductivity and specific heat capacity produce different effects on soil heat transfer. The heat exchange of the energy pile increases when the soil thermal conductivity is higher. © 2020, Science Press. All right reserved.
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页码:3615 / 3626
页数:11
相关论文
共 33 条
  • [11] YU Leyuan, ZHAO Jun, LI Xinguo, Et al., A heat transfer model and the experiments for vertical spiral geothermal heat pump, Acta Energiae Solaris Sinica, 25, 5, pp. 690-694, (2004)
  • [12] GUI Shuqiang, CHENG Xiaohui, ZHANG Zhipeng, Comparative Analysis of Heat Exchange Performance of Energy Piles and Borehole Heat Exchangers in GSHP System, Journal of Civil, Architectural and Environmental Engineering, 35, 3, pp. 151-156, (2013)
  • [13] KONG Gangqiang, LIU Hanlong, WU Hongwei, Applications of energy piles and technical development of pcc energy piles, Chinese Journal of Geotechnical Engineering, 36, 1, pp. 176-181, (2014)
  • [14] BRANDL H., Energy piles and diaphragm walls for heat transfer from and into the ground, Proceedings of the 3rd International Symp. on Deep Foundations on Bored and Auger Piles, pp. 37-60, (1998)
  • [15] LALOUI L, MOREINI M, VULLIET L., Comportement d'un pieu bi-fonction, foundation et échangeur de chaleur, Can Geotechn, 40, 2, pp. 388-402, (2003)
  • [16] LALOUI L, NUTH M, VULLIET L., Experimental and numerical investigation of the behavior of a heat exchanger pile, Numer Anal Methods Geomech, 30, 8, pp. 763-781, (2006)
  • [17] MCCARTNEY J, ROSENBERG J., Impact of heat exchange on the axial capacity of thermo-active foundations, GeoFrontiers conference, pp. 488-498, (2011)
  • [18] MCCARTNEY J, MURPHY K., Strain distributions in full-scale energy foundations, DFI, 6, 2, pp. 28-36, (2012)
  • [19] OLGUN G, MARTIN J, ABDELAZIZ S, Et al., Field testing of energy piles at Virginia Tech, Proceedings of the 37th Annual Conference on Deep Foundations, pp. 1-8, (2012)
  • [20] WITTE H., Advances In Geothermal Response Testing, Thermal Energy Storage for Sustainable Energy Consumption, pp. 177-192, (2007)