Numerical Analysis of the Effect of Roadside Accumulated Water on Subgrade Temperature Field in the Freezing Region

Article Preview

Abstract:

The change of moisture-heat is the key factor that influences the seasonal freezing subgrade stability. In order to analyze the impact of the moisture on temperature field in the seasonal frozen subgrade, this paper established seasonal freezing subgrade model, calculated and analyzed the effects of subgrade temperature field in the middle of road, shoulder, slope and outside of slope with roadside accumulated water, based on the change of temperature field control equation. This research showed that roadside accumulated water has a significant influence on the subgrade temperature field. The results showed the range of 0°C isotherm under the accumulated water was bigger than normal subgrade, and the depth of 0°C isotherm was deeper under the accumulated water than normal.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

284-288

Citation:

Online since:

December 2013

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2014 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] JIANG Tao.Frost heave mechanisms and mitigations of railway subgrade in seasonal frozen soils[J].Soil Engineer and Foundation, 2013, 27(2):93-96.

Google Scholar

[2] SHI Ye-hui.Study on Stability of the Subgrade under Train Loading and freeze-thaw[D]. Beijing:Beijing Traffic University, 2011.

Google Scholar

[3] WANG Wei-na.Numerieal Simulation of Subgrade Deformation in the Seasonal Freezing Region[D]. Xi'an:Chang'an University, 2009.

Google Scholar

[4] GU Xian-ming. Study on Mechanism and Prevention of Frost heaving and Frost Boiling in Seasonally Frozen Road[D]. Changchun:Jilin University, 2007.

Google Scholar

[5] MAO Xue-song, LI Ning, WANG Bing-gang, et al. Analysis model of stress and deformation of permafrost subgrade with phase changing[J].Journal of Traffic and Transportation Engineering, 2007, 7(1):58-62.

Google Scholar

[6] MAO Xue song, HU Chang shun, HOU Zhong jie.Laboratory large-scale test of temperature field in permafrost sub-grade[J].Journal of Chang'an University (Natural Science Edition), 2004, 24(1): 30-33.

Google Scholar

[7] LI Jin- ping, SHENG Yu, CHOU Ya- ling. The influence of pavement types on the thermal regime of roadbed in permafrost regions [J], Low temperature construction technology, 2009, 5: 104-107.

Google Scholar

[8] GUAN Wenzhang. Collapsible loess engineering[M]. Xi'an: Xi 'an jiaotong university press, (1992).

Google Scholar

[9] WANG Hai-nian. Study on subgrade temperature filed in Permafrost Regions of the Tibetan Plateau[D].Xi'an:Chang'an University, 2004.

Google Scholar

[10] Li Dongqing, Wu Ziwang.Fang Jianhong, et al. Heat stability analysis of embankment on the degrading permafrost district in the East of Tibetan Plateau, China[J]. Cold Regions Science and Technology, 1998, 28:183-18.

DOI: 10.1016/s0165-232x(98)00018-4

Google Scholar