ISSN 2096-4498

   CN 44-1745/U

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Research on and Prospect of Key Technologies of Frost-proofing and- Anti-freezing for Railway Tunnels in Cold Regions

  • TIAN Siming ,
  • WANG Wei ,
  • LIU Jianyou ,
  • XU Tianyuan ,
  • ZHANG Kuangsan ,
  • SUN Keguo
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  • (1. China Railway Economic and Planning Research Institute, Beijing 100038, China; 2. China Railway Engineering Consulting Group Co., Ltd., Beijing 100055, China; 3. China National Academy of Railway Sciences Group Co., Ltd., Beijing 100081; 4. Southwest Jiaotong University, Chengdu 610031, Sichuan, China)

Online published: 2024-02-04

Abstract

The damages of railway tunnels in cold regions caused by freezing not only jeopardize the stability of the tunnel structures, but also bring huge potential safety hazards to the safe operation of the railways. The freezinginduced damage has always been a challenge and a hot research topic for tunnels in cold regions. The engineering community urgently needs reliable and efficient engineering technical measures in aspect of frostproofing and antifreezing. In this paper, the railway tunnels under construction or in operation in cold regions in China are investigated, and the common freezinginduced damages of tunnels, including the cracking and spalling of the lining, the icicles on the tunnel crown, the ice accumulation in the track bed, and the freezing of the drainage system, are summarized and analyzed; then, in view of the three technical difficulties including the lack of the prediction method for the spatiotemporal distribution of the temperature fields of the tunnels, the unclear mechanism and evolution of the freezinginduced damages of the tunnels, and the immature design method and treatment technology for frostproofing and antifreezing, the research results obtained so far are summarized and discussed. The relevant achievements are as follows: (1) The indoor experimental system for tunnels in cold regions is developed; the spatiotemporal distribution pattern of the temperature fields is obtained on the basis of the extensive temperature field data measured; the temperature field prediction method is established. (2) The seepage experiment equipment is developed, the chaintype mechanism of the freezinginduced damage is unveiled, and the freezing pattern and the freezingthawing response mechanism of the drainage system are identified. (3) The design standard for the frostproofing and antifreezing of the railway tunnels in cold regions is established, and a comprehensive prevention and control system for the freezinginduced damages of tunnels is formed. Finally, the development direction of further researches on the frostproofing and antifreezing of the railway tunnels in cold regions is prospected, including the frostproofing and thermalinsulating materials, the active thermalinsulation system, and the temperature field prediction.

Cite this article

TIAN Siming , WANG Wei , LIU Jianyou , XU Tianyuan , ZHANG Kuangsan , SUN Keguo . Research on and Prospect of Key Technologies of Frost-proofing and- Anti-freezing for Railway Tunnels in Cold Regions[J]. Tunnel Construction, 2024 , 44(1) : 21 -34 . DOI: 10.3973/j.issn.2096-4498.2024.01.002

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