Numerical analysis of ground temperature in Qinghai-Tibet Plateau

被引:4
|
作者
Wang, TH [1 ]
Hu, CS
Li, N
Hou, ZJ
机构
[1] Xian Univ Architecture & Technol, Coll Civil Engn, Xian 710055, Peoples R China
[2] Changan Univ, Coll Highway Engn, Xian 710064, Peoples R China
[3] CAS, CAEERI, State Key Lab Frozen Soil Engn, Lanzhou 730000, Peoples R China
[4] Xian Univ Technol, Res Inst Geotech Engn, Xian 710048, Peoples R China
来源
关键词
frozen soil; numerical modelling and analysis; the Qinghai-Tibet Plateau; temperature; ground surface; thermal parameter; subgrade;
D O I
暂无
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
On the basis of the existing theories such as permafrost, thermodynamics and fluid mechanics, as well as the climate features on the Qinghai-Tibet Plateau and the data collected from both laboratory and the on-the-spot test, this paper puts forward a set of analytical methods and a numerical module for ground thermal regime with consideration of engineering surface features and various natural elements such as wind speed, radiation, evaporation. This paper also probes into the defining method for physical thermal parameter of the silty clay and gravelly sand soil, which widely pervades on the Qinghai-Tibet Plateau. The numerical analysis indicates that the ground thermal regime is a comprehensive reflection of various external elements. It is suggested that the variation of external elements should be fully taken into consideration in engineering design. Furthermore, the analysis of the frozen soil subgrade indicates that the transverse thermal difference in subgrade, which affects the subgrade stability, is caused by transverse difference in external elements along the subgrade surface.
引用
收藏
页码:433 / 443
页数:11
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