Numerical Simulation for the Seasonal Change of the Temperature and Humidity Field of Embankment in Moist Heat Areas

Article Preview

Abstract:

Taking the meteorological data in Fuzhou area in 2011 as an example, this paper investigate the seasonal change of the temperature and humidity field of embankment in moist heat areas based on the finite difference technology programmed Moisture-heat coupled procedure. The results show that the highest temperature in the soil surface of embankment is near 40°C and the highest temperature gradient is up to 0.22°C/cm in summer. The lowest temperature is near 10°C and the highest temperature gradient is up to-0.21°C/cm in winter. Fluctuation range of the water content in the surface of the embankment (0cm~10cm) is between 3% and 20%, and fluctuation range of the water content of the shallow soil layer of embankment (10cm~50cm) is between 10% and 20%, and the water content in the deep layer of embankment (50cm~250cm) changes not apparently with season. If the temperature gradient of soil is 0°C/cm and the yearly fluctuation range of the water content of the embankment is 2%, the temperature and humidity of the embankment that can be affected by the climate of the Fuzhou area is in the depth of about 4.0m and 2.5m respectively.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

1295-1300

Citation:

Online since:

July 2014

Authors:

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2014 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Tiexing Wang, Ning Li, Dingyi Xie. Gravitational potential matrix suction and thermal potential of unsaturated loess soil[J]. Chinese Journal of Geotechnical Engineering, Vol. 26(2004), pp.715-718.

Google Scholar

[2] Tan Yunzhi, Kong Lingwei, Guo Aiguo, etc. Capillary effect of moisture transfer and its numerical simulation of compacted red clay[J]. Rock and soil mechanics,2010,31(7):2289-2294.

Google Scholar

[3] Philip J.R. ,The theory of infiltration: 2. The profile at infinlity[J]. Soil Science, 1957, (83): 435-448.

Google Scholar

[4] Guolin Yang , Yihu Liu. Experimental study on moisture content in expansive soil roadbed under different weather conditions[J]. Chinese Journal of Rock Mechanics and Engineering,Vol. 24(2005), pp.4524-4533.

Google Scholar

[5] T.T. Lim,H. Rahardjo M.F. Chang,etc. Effect of rainfall on matric suctions in a residual soil slope[J]. Can. Geotech. J,1996,33:618-628.

DOI: 10.1139/t96-087

Google Scholar

[6] Xue Yuqun,Xie Chunhong. Numerical simulation of groundwater[M]. Beijing: Science Press,(2007).

Google Scholar

[7] Zhidong Lei, Shixiu Yang, Senchuan Xie. Soil Water Dynamics[M]. Beijing: Tsinghua Publishing House, (1988).

Google Scholar

[8] Xiaoqin Yao. Study on moisture migrate mechanism in granite eluvial soil embankment in damp-heat areas[D]. Fuzhou: Fuzhou University, (2011).

Google Scholar