Analysis of the Coupling of Heat and Moisture of the Soil under Circulating Action of Temperature

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Abstract:

This article has used the equations of coupled heat-moisture anisothermal flow of the unsaturated soil, and conducted the numerical simulation coupling of heat and humidity by FLAC. By comparing the calculation result with the test result, it shows that the calculation result is close to the experiment result. The error is tending to be larger as the depth of the soil adds. The maximum error between the calculation and the experiment result is 1°C, and the smallest one is 0.1°C. Moreover due to the hysteresis of the heat transfer in the soil, the middle of the soil occurs temperature concentration phenomenon; Their trends of water migration variation are similar as the depth of the soil adds. The model of the coupling of heat and moisture is able to better simulate the change of heat and moisture of the soil under circulating action of temperature.

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Periodical:

Advanced Materials Research (Volumes 433-440)

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6356-6362

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January 2012

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© 2012 Trans Tech Publications Ltd. All Rights Reserved

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[1] Liu bincheng, Liuwei, and Li qingling, Experimental studies on the influences of temperature onmoisture transport in unsaturated porous soil, Journal of Huazhong University of Science and Technology (Nature Science Edition), April 2006, p.106–108.

Google Scholar

[2] Zheng guilan, Application on Adding Lime Expansive Soils as Embankment, Shangdong Jiaotong Keji, vol. 2, 2002, pp.46-47.

Google Scholar

[3] Zheng Xiuqing, Fan Guisheng, and Zhao Shengyi, Water Movement in Seasonal Unsaturated Frozen Soil , Journal of Taiyuan University of Technology, vol. 29, No. 1, Jan 1998, pp.62-65.

Google Scholar

[4] Richards L A, Capillary conduction of liquids through porous medium, Physics , No. 1, 1931, pp.318-333.

Google Scholar

[5] Philip J R , and deVries D A, Moisture movement in porous materials under temperature gradients, Trans Am Geophs Union, vol. 38, No. 2, 1957, pp.222-232.

DOI: 10.1029/tr038i002p00222

Google Scholar

[6] Haridasan M, and Jensen R D, Effect of temperature on pressure head-water content relationship and conductivity of two soils, Soil Sci Soc Amer J, vol. 36, 1972, pp.703-708.

DOI: 10.2136/sssaj1972.03615995003600050011x

Google Scholar

[7] Wang Tiehang, Study on embankment calculation principle and critical height in frozen soil zone, " Xi'an: Chang, an Univercity, 2000 unpublished.

Google Scholar

[8] Xiao henglin, Hao xuejie, and Zhou jinhua, Study on the Calculation of Thermal Conductivity of Rock and Soil Material, Subgrade Engineering, No. 6, 2007, pp.54-56.

Google Scholar

[9] Arya.L. M, and JF Paris, A physic empirical model to predict the soil moisture characteristic from particle-size distribution and bulk density date, Soil Science Society of America Journal, No, 45, 1991, pp.1023-1030.

DOI: 10.2136/sssaj1981.03615995004500060004x

Google Scholar