Moisture-Thermal Coupling Model for the Temperature Calculation of the Permafrost Subgrade

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Abstract:

Water and heat conditions and their interactive affections are the key factors for the frost damages of highway engineering. In order to understand the moisture and thermal movement of subgrade soil deeply, a moisture-thermal coupling model has been developed for analyzing the temperature distribution in the permafrost subgrade of highway. The model takes into account both the effects of heat generation, internal conduction and convection, and the moisture movement to accurately predict the temperature evaluation. The theoretical calculations are compared to in-situ test results for the Qinghai_Tibet Highway and shown to be in great agreement at accuracy and precision. The coupling model can serves for the prediction of the frost depth of permafrost subgrade, further prevent the highway engineering from damages.

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1580-1585

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October 2012

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© 2012 Trans Tech Publications Ltd. All Rights Reserved

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[1] Xu Xuezhu, Wang Jiacheng, and Zhang Lixin(2001). Frost Physics[M]. Beijing: Science publish house.

Google Scholar

[2] Miller,R. D(1972). Freezing and heaving of saturated and un saturated soils. Highway, Research Report. No. 393: 1-11.

Google Scholar

[3] Harlan R.L. (1973), Analysis of coupled heat-fluid transport in partially frozen soil, Water Resources Research. 1973, 9(5): 1314-1323.

DOI: 10.1029/wr009i005p01314

Google Scholar

[4] Harlan R.L. and Nixon J.F. (1979), Ground thermal regime, Geotech. Eng. for Cold Regions: 103-150.

Google Scholar

[5] Mao Xuesong; Hu Changshun; Hou Zhongjie(2004). Laboratory large-scale test of temperature field in permafrost sub-grade, Journal of Chang'an University(Natural Science Edition). 2004, 24(1). 30-34.

Google Scholar

[6] Li Hongsheng, Liu Zengli, Liang Chenaji(2001). Mathematical model for coupled moisture, heat and stress field and numerical simulation on frozen soil. Acta Mechanica Sinica, 2001, 33(8): 621-627.

Google Scholar

[7] Sun B.X., Xu X.Z., Lai Y.M. Evaluation of Fractured Rock Layer Heights in Ballast Railway Embankment Based on Cooling Effect of Natural Convection in Cold Regions[J]. Cold Regions Science and Technology, 2005, 42(2): 120-144.

DOI: 10.1016/j.coldregions.2005.01.001

Google Scholar

[8] Ma W., Shi C.H., Wu Q.B. (2006) Monitoring Study on Technology of the Cooling Roadbed in Permafrost region of Qinghai-Tibet Plateau[J]. Cold Regions Science and Technology, 2006, 44(1): 1-11.

DOI: 10.1016/j.coldregions.2005.06.002

Google Scholar

[9] Cheng G.D., Sun Z.Z. , Niu F.J. (2008) Application of the roadbed Cooling Approach in Qinghai-Tibet Railway Engineering[J]. Cold Regions Science and Technology, 2008, 52(1): 1-25.

DOI: 10.1016/j.coldregions.2007.02.006

Google Scholar