Skip to main content
Log in

Innovative designs of permafrost roadbed for the Qinghai-Tibet Railway

  • Published:
Science in China Series E: Technological Sciences Aims and scope Submit manuscript

Abstract

Under global warming scenarios, the passive method of simply increasing the thermal resistance by raising the embankment height and using insulating materials has been proven ineffective in warm and ice-rich permafrost areas and therefore could not be used in the Qinghai-Tibet Railway engineering. Instead, a proactive “cooled-roadbed” approach was developed and used to lower the ground temperature in order to maintain a perennially frozen subgrade. The concept that local and site-specific factors play an important role in the occurrence and disappearance of permafrost has helped us to devise a number of measures to cool down the roadbed. For example, we adjust and control heat transfer by using different embankment configurations and fill materials. The Qinghai-Tibet Railway project demonstrates that a series of proactive roadbed-cooling methods can be used to lower the temperature of permafrost beneath the embankment and to stabilize the roadbed. These methods include solar radiation control using shading boards, heat convection control using ventilation ducts, thermosyphons, air-cooled embankments, and heat conduction control using “thermal semi-conductor” materials, as well as combinations of above mentioned three control measures. This roadbed-cooling approach provides not only a solution for engineering construction in sensitive permafrost areas but also a countermeasure against possible global warming.

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. Wu Q B, Liu Y Z, Zhang J M. A review of recent frozen soil engineering in permafrost regions along Qinghai-Tibet Highway, China. Permafrost Periglac, 2002, 13(2): 199–205

    MathSciNet  Google Scholar 

  2. Cheng G D, Wu T H. Responses of permafrost to climate change and their environmental significance, Qinghai-Tibet Plateau. J Geophys Res, 2007, 112(F2): F02S03, doi:10.1029/2006JF000631

  3. Cheng G D. Principle of thermal insulation for permafrost protection. Cold Reg Sci Technol, 2004, 40(1): 71–79

    Article  Google Scholar 

  4. Cheng G D. Permafrost studies in the Qinghai-Tibet Plateau for road construction. J Cold Reg Eng, 2005, 19(1): 19–29

    Article  Google Scholar 

  5. Cheng G D. Influences of local factors on permafrost occurrence and their implications for Qinghai-Tibet Railway design. Sci China Ser D-Earth Sci, 2004, 47(5): 704–709

    Article  Google Scholar 

  6. Cheng G D. A roadbed cooling approach for the construction of Qinghai-Tibet Railway. Cold Reg Sci Technol, 2005, 42(2): 169–176

    Article  Google Scholar 

  7. Kondratyev V G. Strengthening railroad base constructed on icy permafrost soil. Proceedings of 8th International Conference on Cold Regions Engineering. Fairbanks: ASCE, 1996. 688–699

    Google Scholar 

  8. Feng W J, Ma W, Li D Q, et al. Application investigation of awning to roadway engineering on the Qinghai-Tibet Plateau. Cold Reg Sci Technol, 2006, 45(1): 51–58

    Article  Google Scholar 

  9. Yu Q H, Niu F J, Pan X C, et al. Investigation of embankment with temperature-controlled ventilation along the Qinghai-Tibet Railway. Cold Reg Sci Technol, 2007, doi:10.1016/j.coldregions.2007.07.002

  10. Cheng G D, Tong B L. Experimental research on an embankment in an area with massive ground ice at the lower limit of alpine permafrost. Proceedings of the 3rd International Conference on Permafrost. Ottawa: National Research Council of Canada, 1978, 2(2): 199–222

    Google Scholar 

  11. Georing D J, Kumar P. Winter-time convection in open graded embankments. Cold Reg Sci Technol, 1996, 24(1): 57–74

    Article  Google Scholar 

  12. Georing D J. Passively cooled railway embankments for use in permafrost areas. J Cold Reg Eng, 2003, 17(2): 119–133

    Article  Google Scholar 

  13. Cheng G D, Lai Y M, Sun Z Z, et al. The “thermal semi-conductor” effect of crushed rocks. Permafrost Periglac, 2007, 18(2): 151–160

    Article  Google Scholar 

  14. Cheng G D, Sun Z Z, Niu F J. Application of the roadbed cooling approach in Qinghai-Tibet railway engineering. Cold Reg Sci Technol, 2007, doi:10.1016/j.coldregions.2007.02.006

  15. Wu Q B, Cheng G D, Ma W, et al. Technical approaches on permafrost thermal stability for Qinghai-Tibet Railway. Geomech Geoeng: Int J, 2006, 1(2): 119–127

    Article  Google Scholar 

  16. Wu Q B, Dong X F, Jiang G L. Cooling effect differences of soil beneath open and closed block-stone embankments. Chin J Rock Mech Eng, 2006, 25(12): 2565–2571

    Google Scholar 

  17. Wu Q B, Cheng H B, Jiang G L, et al. Cooling mechanism of embankment with block stone interlayer in Qinghai-Tibet railway. Sci China Ser E-Tech Sci, 2007, 50(3): 319–328

    Article  Google Scholar 

  18. Saboundjian S, Georing D J. Air convection embankment for Roadway: A field experimental study in Alaska. Publication at the 82nd Annual Meeting of the Transportation Research Board. Washington D C: TRB, 2003

    Google Scholar 

  19. Sun Z Z. Study on the crushed rock revetment embankment in permafrost regions of Qinghai-Tibet Railway. Dissertation of Doctoral Degree. Lanzhou: Cold and Arid Regions Environmental and Engineering Research Institute, Chinese Academy of Sciences, 2006

    Google Scholar 

  20. Yu Q H. Study on the heat conduction process of roadbeds in permafrost region and new control methods. Dissertation of Doctoral Degree. Lanzhou: Cold and Arid Regions Environmental and Engineering Research Institute, Chinese Academy of Sciences, 2006

    Google Scholar 

  21. Ma W, Feng G L, Wu Q B, et al. Analyses of temperature fields under the embankment with crushed-rock structures along the Qinghai-Tibet Railway. Cold Reg Sci Technol, 2007, doi:10.1016/j.coldregions.2007.08.001

  22. Zhang M Y, Lai Y M, Liu Z Q, et al. Nonlinear analysis for the cooling effect of Qinghai-Tibet Railway embankments with different structures in permafrost regions. Cold Reg Sci Technol, 2005, 42: 237–249

    Article  Google Scholar 

  23. 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. Cold Reg Sci Technol, 2006, 45(3): 178–192

    Article  Google Scholar 

  24. Niu F J, Liu X F, Ma W, et al. Monitoring study on the boundary thermal conditions of duct-ventilated embankment in permafrost regions. Cold Reg Sci Technol, 2007, doi:10.1016/j.coldregions.2007.07.004

  25. Yu Q H, Pan X C, Cheng G D, et al. An experimental study on the cooling mechanism of a shading board in permafrost engineering. Cold Reg Sci Technol, 2007, doi:10.1016/j.coldregions.2007.07.003

  26. Hu M J, Wang R, Ge X R, et al. An experimental study on the cooling effect of perforated ventilation pipes embedded in the Qinghai-Tibet Railway roadbed. Chin J Rock Mech Eng, 2004, 23(24): 4195–4199

    Google Scholar 

  27. Pan W D, Zhao S C, Xu W Z, et al. Application of thermal probe to enhance thermal stability of roadbeds in plateau permafrost areas. J Glaciol Geocryol, 2003, 25(3): 433–438

    Google Scholar 

  28. Yang Y P, Zhou S H, Wei Q C. Effect simulation of different incline angles of thermosyphons used in Qinghai-Tibet railway permafrost embankment, China Civil Eng J, 2006, 39(2): 108–113

    Google Scholar 

  29. Xiao J Z, Lai Y M, Zhang X F, et al. Three dimensional temperature character analysis of a dry bridge on the Qinghai-Tibet Railway. J Glaciol Geocryol, 2004, 26(4): 426–434

    Google Scholar 

  30. Li N, Kang J M, Quan X J. Study on cooling mechanism of a new type ripped-stone embankment in high temperature area. Chin J Geotechn Eng, 2007, 29(4): 425–429

    Google Scholar 

  31. Wen Z, Sheng Y, Ma W, et al. Analysis on effect of permafrost protection by two-phase closed thermosyphon and insulation jointly in permafrost regions. J Glaciol Geocryol, 2005, 43(2): 150–163

    Google Scholar 

  32. Wu Q B, Dong X F, Liu Y Z, et al. Responses of Permafrost on the Qinghai-Tibet Plateau to Climate Change and Engineering Action, Arct Antarct Alp Res, 2007, 39(5): 682–687

    Article  MATH  Google Scholar 

  33. Chou Y L, Sheng Y, Ma Wei. Study on the effect of the thermal regime differences in roadbed slopes on their thawing features in permafrost regions of Qinghai-Tibetan plateau. Cold Reg Sci Technol, 2007, doi: 10.1016/j.cold regions.2007.04.022

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to GuoDong Cheng.

Additional information

Supported by the Knowledge Innovation Program of the Chinese Academy of Sciences (Grant No. KZCX1-SW-04), the Outstanding Youth Foundation Project, and the National Natural Science Foundation of China (Grant No. 40625004)

Rights and permissions

Reprints and permissions

About this article

Cite this article

Cheng, G., Wu, Q. & Ma, W. Innovative designs of permafrost roadbed for the Qinghai-Tibet Railway. Sci. China Ser. E-Technol. Sci. 52, 530–538 (2009). https://doi.org/10.1007/s11431-008-0291-6

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s11431-008-0291-6

Keywords

Navigation