TECHNICAL PAPERS
Apr 16, 2010

Three-Dimensional Nonlinear Analysis for the Cooling Characteristics of Crushed-Rock Interlayer Embankment with Ventilated Duct along the Qinghai-Tibet Expressway in Permafrost Regions

Publication: Journal of Cold Regions Engineering
Volume 24, Issue 4

Abstract

The crushed-rock embankment and duct-ventilated embankment have been used as effective cooling measures to protect permafrost underlying the Qinghai-Tibet Railway from thawing in China. These two cooling techniques are not directly applied to the Qinghai-Tibet Expressway, however, due to the large width and higher temperature of pavement surface. Therefore, considering the heat transfer characteristics of crushed-rock interlayer embankments and duct-ventilated embankments, we designed the crushed-rock interlayer embankment with ventilated duct. For cold regions engineering projects, the thermal regime is the most important factor that determines the stability of construction. To investigate the thermal stability of this new type of embankment, a three-dimensional numerical model was developed based on heat and mass transfer theory. The model includes coupled heat transfer between the airflow and the duct wall, air convective heat transfer within the crushed-rock interlayer, and heat conduction with phase change in the soil layer. The computational results indicated that the numerical model can reasonably solve the coupled heat and mass transfer for the crushed-rock interlayer embankment with ventilated duct. Based on an assumption that the mean annual air temperature will increase by 2.6°C in the next 50years, it was determined that in areas where the mean annual air temperature is currently 4.0°C , the crushed-rock interlayer embankment with ventilated duct can be an effective measure to decrease the underlying ground temperature and ensure the stability of the Qinghai-Tibet Expressway in permafrost regions.

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Acknowledgments

This research was supported by the fund of the State Key Laboratory of Frozen Soil Engineering (Grant No. UNSPECIFIEDSKLFSE-ZY-03), the National Natural Science Foundation of China (Grant Nos. NNSFC40601023, NNSFC40730736), the Talent Foundation of the Cold and Arid Regions Environmental and Engineering Research Institute, CAS (for Dr. Mingyi Zhang), and the grant of the Western Project Program of the Chinese Academy of Sciences (Grant No. UNSPECIFIEDKZCX2-XB2-10). Sincere thanks to the editor-in-chief and two anonymous reviewers for their critical comments to improve this paper.

References

An, W. D., et al. (1990). Interaction among temperature, moisture, and stress fields in frozen soil, Lanzhou University Press, Lanzhou, China (in Chinese).
Cheng, G. D. (2005). “A roadbed cooling approach for the construction of Qinghai-Tibet railway.” Cold Regions Sci. Technol., 42(2), 169–176.
Cheng, G. D., et al. (2003). “Thawing index and freezing index on the embankment surface in permafrost regions.” J. Glaciol. Geocryol., 25(6), 603–607.
Cheng, G. D., et al. (2004). “Principle of thermal insulation for permafrost protection.” Cold Regions Sci. Technol., 40(1–2), 71–79.
Cheng, G. D., et al. (2007). “The ‘thermal semi-conductor’ effect of crushed rocks.” Permafrost Periglacial Process., 18(2), 151–160.
Goering, D. J., and Kumar, P. (1996). “Winter-time convection in open-graded embankments.” Cold Regions Sci. Technol., 24(1), 57–74.
Kong, X. Y. (1999). Advanced mechanics of fluids in porous media, Univ. of Science and Technology of China Press, Hefei, China (in Chinese).
Kong, X. Y., and Wu, J. B. (2002). “A bifurcation study of non-Darcy free convection in porous media.” Acta Mech. Sin., 34(2), 177–185.
Lai, Y. M., et al. (2003). “Cooling effect of ripped-stone embankments on Qinghai-Tibet railway under climatic warming.” Chin. Sci. Bull., 48(6), 598–604.
Lai, Y. M., Zhang, M. Y., and Li, S. Y. (2009). Theory and application of cold regions engineering, Science Press, Beijing, China (in Chinese).
Li, N., Wei, Q. C., and Ge, J. J. (2006). “Structure type and work state study on heat pipe subgrade of Qinghai-Tibet railway.” Journal of Beijing Jiaotong University, 30(4), 22–25.
Li, R. X. (2005). Finite volume method, National Defense Industry Press, Beijing, China (in Chinese).
Ma, W., Cheng, G. D., and Wu, Q. B. (2005). “Thoughts on solving frozen soil engineering problems in the construction of Qinghai-Tibet railroad.” Science and Technology Review, 1, 23–28 (in Chinese).
Ministry of Transport of the People's Republic of China (2006). Design specification for highway alignment, China Communications Press, Beijing (in Chinese).
Nield, D. A., and Bejan, A. (1999). Convection in porous media, Springer, New York.
Niu, F. J., et al. (2006). “Field experiment study on effects of duct-ventilated railway embankment on protecting the underlying permafrost.” Cold Regions Sci. Technol., 45(3), 178–192.
Qin, D. H. (2002). The comprehensive evaluating report on the environment evolvement in West China, Science Press, Beijing (in Chinese).
Tao, W. Q. (2004). Numerical heat transfer, 2nd Ed., Xi’an Jiaotong University Press, Xi’an, China (in Chinese).
Wen, Z., et al. (2005). “Evaluation of EPS application to embankment of Qinghai-Tibetan railway.” Cold Regions Sci. Technol., 41(3), 235–247.
Wu, Q. B., et al. (2005). “Monitoring and analysis of cooling effect of block-stone embankment for Qinghai-Tibet railway.” Chinese J. Geotech. Eng., 27(12), 1386–1390.
Xu, X. Z., et al. (2004). “Study on the long-term effects of ballast embankment of the Qinghai-Tibet Railway.” J. Glaciol. Geocryol., 26(1), 101–105.
Zang, E. M., and Wu, Z. W. (1999). The degradation of permafrost and highway engineering, Lanzhou University Press, Lanzhou, China.
Zhang, M. Y., et al. (2006a). “A numerical model of the coupled heat transfer for duct-ventilated embankment under wind action in cold regions and its application.” Cold Regions Sci. Technol., 45(2), 103–113.
Zhang, M. Y., et al. (2006b). “Influence of boundary conditions on the cooling effect of crushed-rock embankment in permafrost regions of Qinghai-Tibetan plateau.” Cold Regions Sci. Technol., 44(3), 225–239.
Zhang, M. Y., Zhang, J. M., and Lai, Y. M. (2005). “Numerical analysis for critical height of railway embankment in permafrost regions of Qinghai-Tibetan plateau.” Cold Regions Sci. Technol., 41(2), 111–120.
Zhao, M., Miao, M. Q., and Wang, Y. C. (1991). Boundary layer meteorology, China Meteorological Press, Beijing (in Chinese).
Zhou, Y. W., et al. (2000). Geocryology in China, Science Press, Beijing (in Chinese).
Zhu, L. N. (1988). “Study of the adherent layer on different types of ground in permafrost regions on the Qinghai-Xizang plateau.” J. Glaciol. Geocryol., 10(1), 8–14.

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Go to Journal of Cold Regions Engineering
Journal of Cold Regions Engineering
Volume 24Issue 4December 2010
Pages: 126 - 141

History

Received: Sep 11, 2008
Accepted: Apr 14, 2010
Published online: Apr 16, 2010
Published in print: Dec 2010

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Authors

Affiliations

Mingyi Zhang [email protected]
Associate Professor, State Key Laboratory of Frozen Soil Engineering, Cold and Arid Regions Environmental and Engineering Research Institute, Chinese Academy of Sciences, Lanzhou Gansu 730000, China (corresponding author). E-mail: [email protected]
Yuanming Lai
Professor, State Key Laboratory of Frozen Soil Engineering, Cold and Arid Regions Environmental and Engineering Research Institute, Chinese Academy of Sciences, Lanzhou Gansu 730000, China.
Yuanhong Dong
Graduate Student, State Key Laboratory of Frozen Soil Engineering, Cold and Arid Regions Environmental and Engineering Research Institute, Chinese Academy of Sciences, Lanzhou Gansu 730000, China.

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