ISSN 2096-4498

   CN 44-1745/U

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Study on Influence of Freezethaw Cycles on Thermal Conductivity of Tunnel Lining Concrete in Seasonal Freezing Zone

  • LI Wei ,
  • ZHANG Dongmiao ,
  • YE Fei ,
  • WANG Siyu ,
  • LIANG Xiaoming
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  • (1. Jilin Highway Management Bureau, Changchun 130021, Jilin, China; 2. School of Highway, Chang′an University, Xi′an 710064, Shaanxi, China)

Online published: 2021-01-03

Abstract

In order to study the effect of freezethaw cycles on the thermal conductivity of tunnel lining, the concrete is simplified to a porous media model, and the thermal conductivity of concrete specimens with different porosities is calculated and analyzed by Hamilton and Crosser theoretical calculation model and simulation software COMSOL. The research results show that: (1) The inverse calculation is carried out on the effective thermal conductivity of the concrete random distribution model, and the effective thermal conductivity of the concrete model with different porosities under different freezethaw cycles is obtained, which helps to determine the nonlinear functional relationship between effective thermal conductivity of the concrete specimens and the freezethaw cycle. (2) The thermal conductivity of lining concrete decreases first and then increases with the increase of freezethaw cycle, and finally becomes stable (increases a little).

Cite this article

LI Wei , ZHANG Dongmiao , YE Fei , WANG Siyu , LIANG Xiaoming .

Study on Influence of Freezethaw Cycles on Thermal Conductivity of Tunnel Lining Concrete in Seasonal Freezing Zone

[J]. Tunnel Construction, 2020 , 40(12) : 1725 -1732 . DOI: 10.3973/j.issn.2096-4498.2020.12.006

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