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《Journal of Highway and Transportation Research and Development》 2006-02
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Nonlinear Analysis of Influence of Embankment Height on Embankment Thermal Regime in Permafrost Regions

LI Xiao-yan~1,WANG Hai-nian~2,DOU Ming-jian~2(1.School of Mechanics and Civil Engineering,Northwest Polytechnic University,Shaanxi Xi'an 710072,China;2.School of Highway,Chang'an University,Shaanxi Xi'an 710064,China)  
Enthalpy model was adopted and many meteorological factors,such as air temperature,solar radiation,wind velocity,soil moisture evaporation,were considered in simulating thermal regime of embankments with different heights.Meanwhile,two index,including annual maximum thaw depth of underground permafrost and thaw soil height in embankments,were adopted to analyze embankments' stability.Finite element method(FEM) calculation results show that,in low temperature permafrost regions,by raising embankments height it is possible to delay falling velocity of permafrost table and to protect permafrost effectively,but in high temperature unstable permafrost regions,its effect is much smaller,and over raising embankments height can result in enlargement of thaw soil height and decrease the stability of embankments greatly.The regression equations of embankments height and annual maximum thaw depth of permafrost were put forward to provide evidence for disease forecast of permafrost embankments.
【Fund】: 国家自然科学基金资助项目(50178010);; 交通部西部交通建设科技资助项目(2002-318-81203)
【CateGory Index】: U416.1
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