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Field test and numerical simulation on thermo-mechanical response characteristics of a bridge energy row pile under heating-cooling cycles
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Di WU1, Rong CHEN1, Gang-qiang KONG2, Geng NIU1, Yu-song MIAO1, Zhen-xing WANG3
Rock and Soil Mechanics | 2025, 46(11) : 3649 - 3660
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Rock and Soil Mechanics | 2025, 46(11): 3649-3660
Numerical Analysis
Field test and numerical simulation on thermo-mechanical response characteristics of a bridge energy row pile under heating-cooling cycles
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Di WU1, Rong CHEN1, Gang-qiang KONG2, Geng NIU1, Yu-song MIAO1, Zhen-xing WANG3
Affiliations
  • 1.School of Science, Qingdao University of Technology, Qingdao, Shandong 266525 China
  • 2.College of Civil and Transportation Engineering, Hohai University, Nanjing, Jiangsu 210024, China
  • 3.The Development Construction Co. Ltd. of China Construction Eighth Engineering Division, Qingdao, Shandong 266061, China
Published: 2025-11-14 doi: 10.16285/j.rsm.2025.0570
Outline
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Combining bridge row piles with energy piles to create energy row piles can harness shallow geothermal energy for bridge deck deicing in winter and cooling in summer, respectively, while also supporting the mechanical loads of the bridge deck. This study investigates the thermo-mechanical response of energy row piles under heating-cooling cycles through field tests, and analyzes the interactions among energy row piles, slab, and unheated piles. An interface model considering the cyclic shear characteristics of the pile-soil interface is developed in a finite element software, and thermo-mechanical coupling numerical models of energy row piles are established to further explore the changes and mechanisms of long-term settlement of energy row pile under the combined effect of mechanical loads and heating-cooling cycles. The findings reveal that interactions among the energy row pile, slab, and unheated piles can result in load redistribution, leading to high thermally induced stresses of approximately 80% of the maximum thermally induced stress of the energy row pile (i.e. 1.1 MPa) at the top of the energy row piles due to strong restraining effects. Meanwhile, the slab experiences tensile stress exceeding the tensile strength of C30 concrete, reaching 3.75 MPa. Moreover, when the mechanical load is large, energy row piles progressively develop long-term settlement with an increasing number of thermal cycles, exhibiting a negative exponential growth pattern. This phenomenon is attributed to the mechanical load driving the pile-soil interface toward its limiting state, where cyclic shear at the interface readily induces plastic shear displacements, ultimately resulting in the long-term settlement of the energy row piles.

bridge energy row piles  /  thermo-mechanical characteristic  /  heating-cooling cycle  /  field test  /  numerical simulation
Di WU, Rong CHEN, Gang-qiang KONG, Geng NIU, Yu-song MIAO, Zhen-xing WANG. Field test and numerical simulation on thermo-mechanical response characteristics of a bridge energy row pile under heating-cooling cycles[J]. Rock and Soil Mechanics, 2025 , 46 (11) : 3649 -3660 . DOI: 10.16285/j.rsm.2025.0570
  • National Natural Science Foundation of China(52478347; 52008225)
  • Natural Science Foundation of Shandong Province(ZR2024ME108)
  • Youth Innovation Team Foundation of Shandong Province(2023KJ115)
Year 2025 volume 46 Issue 11
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Article Info
doi: 10.16285/j.rsm.2025.0570
  • Receive Date:2025-06-02
  • Online Date:2026-03-27
  • Published:2025-11-14
Article Data
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History
  • Received:2025-06-02
  • Accepted:2025-09-16
Funding
National Natural Science Foundation of China(52478347; 52008225)
Natural Science Foundation of Shandong Province(ZR2024ME108)
Youth Innovation Team Foundation of Shandong Province(2023KJ115)
Affiliations
    1.School of Science, Qingdao University of Technology, Qingdao, Shandong 266525 China
    2.College of Civil and Transportation Engineering, Hohai University, Nanjing, Jiangsu 210024, China
    3.The Development Construction Co. Ltd. of China Construction Eighth Engineering Division, Qingdao, Shandong 266061, China
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表12种不同金属材料的力学参数

Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
total species (%)

Genus
种数
Number of
species
占总种数比例
Percentage of total
species (%)
鹅膏菌科Amanitaceae 2 11 5.26 鹅膏菌属 Amanita 10 4.78
小菇科 Mycenaceae 2 12 5.74 丝盖伞属 Inocybe 5 2.39
多孔菌科 Polyporaceae 8 14 6.70 蜡蘑属 Laccaria 5 2.39
红菇科 Russulaceae 3 23 11.00 小皮伞属 Marasmius 6 2.87
小菇属 Mycena 11 5.26
光柄菇属 Pluteus 5 2.39
红菇属 Russula 17 8.13
栓菌属 Trametes 5 2.39
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