Research on critical heights of ballast layer in embankment based on convection effect in cold regions

SUN Bin-xiang, XU Xue-zu, LAI Yuan-ming, WANG Shuang-jie, ZHANG Jin-zhao

China Journal of Highway and Transport ›› 2005, Vol. 18 ›› Issue (4) : 1-6.

PDF Full Text Download(821 KB)
PDF Full Text Download(821 KB)
China Journal of Highway and Transport ›› 2005, Vol. 18 ›› Issue (4) : 1-6.

Research on critical heights of ballast layer in embankment based on convection effect in cold regions

  • SUN Bin-xiang1, XU Xue-zu1, LAI Yuan-ming2, WANG Shuang-jie3, ZHANG Jin-zhao3
Author information +
History +

Abstract

In order to research the relation between the cooling effect and ballast layer height, the natural convection index for representing the cooling effect of natural convection of ballast embankment in cold regions was introduced based on the natural convection theory and the thermal conduction theory in porous media. The approximate formula of the natural convection index varying with the height of ballast layer was obtained using a thermal conduction solution of the temperature distribution in the ballast layer. The research shows that the minimum of natural convection index corresponds to the minimum of height of ballast layer in embankment, and the maximum of index corresponds to the maximum of ballast layer height. An approach to evaluating the critical heights of ballast layer based on the approximate formula of the natural convection index was investigated.Examples was presented and numerical check was carried out.The result shows that the critical heights based on the natural convection index can refer to design of embankment in cold regions.

Key words

road engineering / ballast embankment in cold region / natural convection theory / critical height / thermal conduction theory / numerical check

Cite this article

Download Citations
SUN Bin-xiang, XU Xue-zu, LAI Yuan-ming, WANG Shuang-jie, ZHANG Jin-zhao. Research on critical heights of ballast layer in embankment based on convection effect in cold regions[J]. China Journal of Highway and Transport, 2005, 18(4): 1-6

References

[1] GOERING D J, INSTANES A, KNUDSEN S.Winter-time convection in open-graded embankments[J].Cold Regions Science and Technology, 1996, 26(1):57-74.
[2] 徐学祖, 孙斌祥, 刘 琦, 等.碎石铺设位置及粒径对路基降温效果影响的室内试验[J].岩土工程学报, 2005, 27(3):254-257.
[3] 孙斌祥, 徐学祖, 赖远明, 等.块石路堤、护坡导热系数的试验研究[J].中国公路学报, 2003, 16(3):6-10.
[4] 孙斌祥, 徐学祖, 赖远明, 等.碎石粒径对寒区路堤自然对流降温效应的影响[J].岩土工程学报, 2004, 26(6):809-814.
[5] 汪双杰, 孙斌祥, 徐学祖, 等.路堤块石自然对流机理的室内模拟试验研究[J].中国公路学报, 2004, 17(2):18-23.
[6] 赖远明, 张鲁新, 张淑娟, 等.气候变暖条件下青藏铁路抛石路基的降温效果[J].科学通报, 2003, 48(3):292-297.
[7] 程国栋.局地因素对多年冻土分布的影响及其对青藏铁路设计的启示[J].中国科学(D辑), 2003, 33(6):602-607.
[8] SIMONSEN E, ISACSSON U. Thaw weakening of pavement structures in cold regions[J].Cold Regions Science and Technology, 1999, 29(1):135-151.
[9] 王芝银, 李云鹏.西部岩土工程与岩土力学问题[J].长安大学学报(自然科学版), 2003, 23(1):11-14.
[10] 胡霞光, 王秉纲.工程数据库在公路设计与管理中的应用[J].交通运输工程学报, 2001, 1(4):44-47.
[11] NIELD D A, BEJAN A.Convection in Porous Media[M].New York:Springer-Verlag, 1999.
PDF Full Text Download(821 KB)

1582

Accesses

0

Citation

Detail

Sections
Recommended

/