ISSN 2096-4498

   CN 44-1745/U

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Numerical Analysis of Temperature Field of Frozen Soil Curtain  with Thermal Limiting Pipes

  • HU Jun ,
  • WEI Hong ,
  • LIU Yong
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  • (1. College of Civil Engineering and Architecture, Hainan University, Haikou 570228, Hainan, China; 2. Department of Civil & Environmental Engineering, National University of Singapore, Kent Ridge 117576, Singapore)

Received date: 2015-08-27

  Revised date: 2016-03-03

  Online published: 2016-06-29

Abstract

The thermal limiting pipes are used to lay restrains on the development of frozen soil curtain. The influencing rules of thermal limiting pipe on development of frozen soil curtain are analyzed by means of finiteelement method. The conclusions are drawn as follows: 1) The frozen soil curtain thickness decreases linearly as the water temperature of thermal limiting pipe increases. 2) A more even boundary of the frozen soil curtain can be obtained under a higher temperature of the water of thermal limiting pipes. 3) The thermal limiting pipes should be aligned perpendicularly to the freezing pipes. 4) The distance between thermal limiting pipe and freezing pipe is controlled by the thickness of frozen soil curtain. 5) The temperature of thermal limiting pipes is recommended to be 5-10 ℃.

Cite this article

HU Jun , WEI Hong , LIU Yong . Numerical Analysis of Temperature Field of Frozen Soil Curtain  with Thermal Limiting Pipes[J]. Tunnel Construction, 2016 , 36(6) : 688 -694 . DOI: 10.3973/j.issn.1672-741X.2016.06.006

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