Article ID | Journal | Published Year | Pages | File Type |
---|---|---|---|---|
7044775 | Applied Thermal Engineering | 2018 | 13 Pages |
Abstract
A thermal response test (TRT) was conducted on a full-scale precast high strength concrete (PHC) pipe pile installed in multi-layered ground, in order to investigate the thermal response of the pile and soils in inhomogeneous ground. The thermal properties of each layer were tested in the laboratory and compared to the estimation from the TRT. The ground temperature evolution was monitored using 4 boreholes around the pile, and the pile temperature distribution was captured from transducers prefabricated in the pile wall. The system thermal conductivity estimated from TRT results was 2.11â¯W/(mâ¯K) which is about 2 times that from the lab test (1.15-1.71â¯W/(mâ¯K)). The comparison with other TRTs suggests that fitting time and heating power may influence the estimated results. The ground temperature response varied along the depth. Comparing the layers, more conductive soil was cooler near the pile but warmer at a distance. Up to 23% difference of temperature increment (1.1â¯Â°C) was found. The pile temperature was less influenced by soil stratification but was evidently affected by end effects, which caused a maximum difference of 16% (3.2â¯Â°C) from the average temperature increment. The average ground and pile temperature increased by 1.1â¯Â°C and 1.5â¯Â°C respectively at 37â¯days after heating. This suggests that an accumulated temperature increase could happen in a cooling-dominated district.
Related Topics
Physical Sciences and Engineering
Chemical Engineering
Fluid Flow and Transfer Processes
Authors
Yimu Guo, Guozhu Zhang, Songyu Liu,