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Volume 37 Issue 4
Aug 2026
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Yuanfen Ye, Huiming Tang, Zhi Chen, Junrong Zhang, Chunchen Cao. Experimental Investigation of Geothermal Ice-Melting Efficiency on Pavement at Highway Tunnel Entrances in Cold Regions. Journal of Earth Science, 2026, 37(4): 1829-1840. doi: 10.1007/s12583-025-0247-9
Citation: Yuanfen Ye, Huiming Tang, Zhi Chen, Junrong Zhang, Chunchen Cao. Experimental Investigation of Geothermal Ice-Melting Efficiency on Pavement at Highway Tunnel Entrances in Cold Regions. Journal of Earth Science, 2026, 37(4): 1829-1840. doi: 10.1007/s12583-025-0247-9

Experimental Investigation of Geothermal Ice-Melting Efficiency on Pavement at Highway Tunnel Entrances in Cold Regions

doi: 10.1007/s12583-025-0247-9
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  • Corresponding author: Huiming Tang, tanghm@cug.edu.cn
  • Received Date: 04 Dec 2024
  • Accepted Date: 14 Apr 2025
  • Issue Publish Date: 30 Aug 2026
  • Rapid and efficient de-icing methods are essential to ensure vehicle safety at highway tunnel entrances in cold regions. While geothermal ice-melting technology offers environmental and sustainability advantages, its application in tunnel entrance scenarios remains limited. To address this gap, a four-factor, three-level orthogonal ice-melting experiment was designed to systematically evaluate the ice-melting efficiency of a geothermal hydronic heating system under simulated cold-region tunnel conditions. Key variables, including ambient temperature (-7.5– -12.5 ℃), fluid temperature (40–60 ℃), wind speed (4.5–6.5 m/s), and preheating duration (0–4 h), were tested in a controlled large-scale laboratory. Ice-melting efficiency was quantified by the time required to achieve a melting ratio of 0.7 for a 10 mm thick ice layer. Results identified ambient temperature (Ta) and fluid temperature (Tf) as dominant factors, with Tf = 50 ℃ serving as a critical operational threshold. Lower Ta prolonged the efficient ice-melting period due to increased convective heat loss, while higher wind speeds (6.5 m/s) enhanced sublimation-driven melting. The process was categorized into four distinct phases: initial, rapid, accelerated, and stabilization. Notably, pavement temperature stabilization preceded ice-melting rate equilibrium, and complete melting occurred even when surface temperatures remained sub-zero. These findings provide practical recommendations for optimizing geothermal system parameters in cold regions.

     

  • Conflict of Interest
    The authors declare that they have no conflict of interest.
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