Skip to main content
Log in

Analytical solution to steady-state temperature field of two freezing pipes with different temperatures

  • Published:
Journal of Shanghai Jiaotong University (Science) Aims and scope Submit manuscript

Abstract

The existing analytical formulas to calculate the temperature field distribution of artificial frozen soil walls are all based on the conditions that the surface temperatures of all freezing pipes are equivalent. In this paper, analytical solution of steady state temperature field of two freezing pipes with different temperatures is deduced based on thermal potential superposition method. The correctness of the analytical formulas is verified by comparing the temperature field distributions of the analytical formulas and those of the numerical simulations in the same conditions. And discussions are made to analyze the influence of some parameters on temperature field distribution of this condition.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Similar content being viewed by others

References

  1. Trupak N G. Ground freezing in shaft sinking [M]. Moscow: Coaltechpress, 1954 (in Russian).

    Google Scholar 

  2. Bakholdin B V. Selection of optimal ground freezing mode for construction purposes [M]. Moscow: Stateconstructpress, 1963 (in Russian).

    Google Scholar 

  3. Sanger F J, Sayles F H. Thermal and rheological computations for artificially frozen ground construction [J]. Engineering Geology, 1979, 13: 311–337.

    Article  Google Scholar 

  4. Tobe N, Akimoto O. Temperature distribution formula in frozen soil and its application [J]. Refrigeration, 1979, 54(622): 665–673 (in Japanese).

    Google Scholar 

  5. Hu X D. Average temperature model of double-rowpipe frozen soil wall by equivalent trapezoid method [C]//The 2nd International ISCM Symposium and the 12th International EPMESC Conference. New York: American Institute of Physics, 2010: 1333–1338.

    Google Scholar 

  6. Hu Xiang-dong, Huang Feng, Bai Nan. Models of artificial frozen temperature field considering soil freezing point [J]. Journal of China University of Mining & Technology, 2008, 37(4): 550–555 (in Chinese).

    Google Scholar 

  7. Hu Xiang-dong, Bai Nan, Yu Feng. Analysis of Trupak and Bakholdin formulas for temperature field of single-row-pipe frozen soil wall [J]. Journal of Tongji University: Natural Science, 2008, 36(7): 906–910 (in Chinese).

    Google Scholar 

  8. Hu Xiang-dong, Wang Yang. Analytical solution of three-row-piped frozen temperature field by means of superposition of potential [J]. Chinese Journal of Rock Mechanics and Engineering, 2012, 31(5): 1071–1080 (in Chinese).

    Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Xiang-dong Hu  (胡向东).

Additional information

Foundation item: the National Natural Science Foundation of China (Nos. 50578120 and 51178336) and the Science and Technology Project of the Zhejiang Department of Transportation (No. 2010H02)

Rights and permissions

Reprints and permissions

About this article

Cite this article

Hu, Xd., Zhang, Ly. Analytical solution to steady-state temperature field of two freezing pipes with different temperatures. J. Shanghai Jiaotong Univ. (Sci.) 18, 706–711 (2013). https://doi.org/10.1007/s12204-013-1453-7

Download citation

  • Received:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s12204-013-1453-7

Key words

CLC number

Navigation