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《Journal of Glaciology and Geocryology》 2005-02
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Nonlinear Analysis of the Influence of Pavement types on Embankment Thermal Regime in Permafrost Regions on the Tibetan Plateau

WANG Hai-nian~1, DOU Ming-jian~1, WU Min-hui~2 (1. Key Laboratory for Special Area Highway Engineering of Ministry of Education,Chang'an University,Xi'an Shaanxi 710064,China; 2. Guizhou Traffic Engineering Co., Ltd, Guiyang Guizhou 550001, China)  
Enthalpy model was adopted to set up a thermal regime of permafrost embankment with phase change. In the simulation of embankment thermal regime, many meteorological factors, such as air temperature, solar radiation, wind velocity, soil moisture evaporation, were considered and concluded as a combination of the second and third boundary condition, accordingly, the finite element models of thermal regime in embankments with asphalt concrete pavement and cement concrete pavement in different temperature areas were set up and analyzed. The calculation results show that pavement types have positive influence on thermal regime in permafrost embankments, and concrete pavement can effectively decrease pavement temperature, delay falling velocity of permafrost table, and protect the permafrost under embankments effectively. Considering the effect on permafrost table, there is a kind of dynamic equivalence to some degree among pavement types, external temperature and embankment heights.
【Fund】: 国家自然科学基金项目(50178010);; 交通部西部交通建设科技项目(200231881203)资助
【CateGory Index】: U416.0
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