FIELD TESTING OF A MODEL FOR WATER FLOW AND HEAT TRANSPORT IN VARIABLY SATURATED, VARIABLY FROZEN SOIL

Author(s)
XU, X NIEBER, JL BAKER, JM NEWCOMB, DE
Year
Abstract

The simultaneous heat and water (shaw) model was tested with soil water content and temperature profile data for a soil located nearrosemount, minnesota. The predicted frost-thaw depth, soil water content, and temperature at depths of 10, 20, and 80 cm are compared with measured values. The results indicate that the prediction of frost depth and temperature profile agrees well with measured field data, whereas agreement between measured and predicted liquid soil water content is fair. The model was applied to a hypothetical case of apaved soil to assess the impact of the presence of the pavement on frost penetration into the soil profile. It was found that the frostfront penetrates deeper into the underlying soil in the case of a paved soil surface in contrast to the case of an unpaved soil. This paper appears in transportation research record no. 1307, Pavement analysis, design, rehabilitation, and environmental factors 1991.

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Publication

Library number
I 851774 IRRD 9211
Source

TRANSPORTATION RESEARCH RECORD WASHINGTON D.C. USA U0361-1981 SERIAL 1991-01-01 1307 PAG: 300-308 T34

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