TY - JOUR
T1 - Thermomechanical responses of thermally interacting field-scale energy piles
AU - Moradshahi, Aria
AU - Faizal, Mohammed
AU - Bouazza, Abdelmalek
AU - McCartney, John S.
N1 - Funding Information:
The authors acknowledge the Australian Government Research Training Program Scholarship provided to the first author.
Publisher Copyright:
© 2022 American Society of Civil Engineers.
PY - 2022/11
Y1 - 2022/11
N2 - This paper explores how energy piles interact under imbalanced and balanced daily temperature cycles and a range of monotonic thermal loads, combining field experiments and numerical simulations on two bored energy piles with a spacing of 3.5 m. Monotonic heating and cooling loads were simulated for temperature changes of |ΔT| = 5°C, 10°C, 15°C, and 20°C. Balanced, cooling-oriented imbalanced, and heating-oriented imbalanced thermal cycles were simulated between 0°C and 40°C with heating-to-cooling time ratios of 12:12, 16:8, and 8:16, respectively. One of the two energy piles' axial and radial thermomechanical responses was investigated during single- and dual-pile operations. Soil temperature changes between the piles were greater for dual-pile operation, leading to increased thermal interaction, particularly for higher magnitudes of monotonic thermal loads. However, dual-pile operation did not alter the ground temperatures near the edge of the piles for the pile spacing considered. They remained similar for single- and dual-pile operations for the setting investigated in this paper. As a result, the pile temperatures, axial and radial thermal stresses, and thermal stress rates were similar for all single- and dual-pile operations simulations. Cyclic temperatures, particularly balanced cyclic loads, induced lower thermal effects in the piles and soil than in other cases. Overall, the results from this study provide validated insights into the situations where thermal interaction and different temperatures typical of heat pumps should be considered in designing groups of energy piles.
AB - This paper explores how energy piles interact under imbalanced and balanced daily temperature cycles and a range of monotonic thermal loads, combining field experiments and numerical simulations on two bored energy piles with a spacing of 3.5 m. Monotonic heating and cooling loads were simulated for temperature changes of |ΔT| = 5°C, 10°C, 15°C, and 20°C. Balanced, cooling-oriented imbalanced, and heating-oriented imbalanced thermal cycles were simulated between 0°C and 40°C with heating-to-cooling time ratios of 12:12, 16:8, and 8:16, respectively. One of the two energy piles' axial and radial thermomechanical responses was investigated during single- and dual-pile operations. Soil temperature changes between the piles were greater for dual-pile operation, leading to increased thermal interaction, particularly for higher magnitudes of monotonic thermal loads. However, dual-pile operation did not alter the ground temperatures near the edge of the piles for the pile spacing considered. They remained similar for single- and dual-pile operations for the setting investigated in this paper. As a result, the pile temperatures, axial and radial thermal stresses, and thermal stress rates were similar for all single- and dual-pile operations simulations. Cyclic temperatures, particularly balanced cyclic loads, induced lower thermal effects in the piles and soil than in other cases. Overall, the results from this study provide validated insights into the situations where thermal interaction and different temperatures typical of heat pumps should be considered in designing groups of energy piles.
KW - Energy piles
KW - Field tests
KW - Soil temperatures
KW - Temperature cycles
KW - Thermal interaction
KW - Thermal stresses
UR - http://www.scopus.com/inward/record.url?scp=85137447081&partnerID=8YFLogxK
U2 - 10.1061/(ASCE)GM.1943-5622.0002523
DO - 10.1061/(ASCE)GM.1943-5622.0002523
M3 - Article
AN - SCOPUS:85137447081
VL - 22
JO - International Journal of Geomechanics
JF - International Journal of Geomechanics
SN - 1532-3641
IS - 11
M1 - 04022212
ER -