Skip to main content
Log in

Temperature adjustment mechanism of composite embankment with perforated ventilation pipe and blocky stone

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

Abstract

Based on the advantages of perforated ventilation characteristic of perforated ventilation pipe embankment and large porosity of blocky stone embankment, composite embankment with ventilation pipe and blocky stone is more efficient to protect the underlying permafrost. The temperature fields and cooling effect of composite embankment with air doors are simulated by examining the effects of holes’ position drilled in the pipe, diameter in pipe and density of holes. It is shown that the underlying permafrost temperature obviously reduces by composite methods, the location of 0°C isotherm raises significantly, especially permafrost temperature under the center and shoulder of embankment reduces more quickly, the composite embankment with holes drilled in the lower side of pipe is the most efficient, the increase of diameter has a slight influence on the 0°C isotherm’s raising and the density of holes slightly influences the raising of 0°C isotherm

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. Zhao Qi-guo, Wang Hao-qing, Gu Guo-an. Gelisols of China [J]. Acta Pedologica Sinica, 1993, 30(4): 341–354 (in Chinese).

    Google Scholar 

  2. Ma Wei, Cheng Guo-dong, Wu Qing-bai. Preliminary study on technology of cooling foundation in permafrost regions [J]. Journal of Glaciol and Geocryology, 2002, 24(5): 579–587 (in Chinese).

    Google Scholar 

  3. Cheng G D, Wu Q B, Ma W. Innovative designs of permafrost roadbed for the Qinghai-Tibet Railway [J]. Science in China Series E: Technological Sciences, 2009, 52(2): 530–538.

    Article  Google Scholar 

  4. Niu F J, Cheng G D, Xia H M, et al. Field experiment study on effects of duct ventilated railway embankment on protecting the underlying permafrost [J]. Cold Regions Science and Technology, 2006, 45(3): 178–192.

    Article  Google Scholar 

  5. Sun Z Z, Ma W, Li D Q. In situ test on cooling effectiveness of air convection embankment with crushed rock slope protection in permafrost regions [J]. Journal of Cold Regions Engineering, 2005, 19(2): 38–51.

    Article  MathSciNet  Google Scholar 

  6. Zhang M Y, Lai Y M, Dong Y H. Numerical study on temperature characteristics of expressway embankment with crushed-rock revetment and ventilated ducts in warm permafrost regions [J]. Cold Regions Science and Technology, 2009, 59(1): 19–24.

    Article  Google Scholar 

  7. Lai Y M, Guo H X, Dong Y H. Laboratory investigation on the cooling effect of the embankment with L-shaped thermosyphon and crushed-rock revetment in permafrost regions [J]. Cold Regions Science and Technology, 2009, 58(3): 143–150.

    Article  Google Scholar 

  8. Jiang Wu-jun, Ge Xiu-run. Application of doubleenergy equation to porous media of ventilated embankment [J]. Chinese Journal Rock Mechanics and Engineering, 2006, 25(6): 1170–1176 (in Chinese).

    Google Scholar 

  9. Liu Qi, Sun Bin-xiang, Yang Li-jun, et al. Cooling effect of embankments with perforated ventilation pipes [J]. Chinese Journal of Geotechnical Engineering, 2008, 30(8): 1152–1157 (in Chinese).

    Google Scholar 

  10. Wu Qing-bai, Zhao Shi-yun, Ma Wei, et al. Monitoring and analysis of cooling effect of block-stone embankment for Qinghai-Tibet Railway [J]. Chinese Journal of Geotechnical Engineering, 2005, 27(12): 1386–1390 (in Chinese).

    Google Scholar 

  11. Mu Yan-hu, Ma Wei, Sun Zhi-zhong, et al. Comparative analysis of cooling effect of crushed rock embankment along the Qinghai-Tibet Railway [J]. Chinese Rock and Soil Mechanics, 2010, 31(sup1): 284–292 (in Chinese).

    Google Scholar 

  12. Sun Hong, Niu Fu-jun, Chen Zhe, et al. Stochastic temperature field of frozen soil roadbed based on Monte-Carlo method [J]. Journal of Shanghai Jiaotong University, 2011, 45(5): 738–742 (in Chinese).

    Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Hong Sun  (孙 红).

Additional information

Foundation item: the National Natural Science Foundation of China (No. 41121061), the National Basic Research Program (973) of China (Nos. 2012CB026101 and 2011CB013505), the Western Project Program of the Chinese Academy of Sciences (No. KZCX2-XB3-19), and the Open Fund of State Key Laboratory of Frozen Soil Engineering (No. SKLFSE201209)

Rights and permissions

Reprints and permissions

About this article

Cite this article

Niu, Fj., Sun, H., Ge, Xr. et al. Temperature adjustment mechanism of composite embankment with perforated ventilation pipe and blocky stone. J. Shanghai Jiaotong Univ. (Sci.) 18, 729–732 (2013). https://doi.org/10.1007/s12204-013-1457-3

Download citation

  • Received:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s12204-013-1457-3

Key words

CLC number

Navigation