Three-dimensional nonlinear analysis for temperature characteristic of ventilated embankment in permafrost regions

被引:107
作者
Lai, YM [1 ]
Wang, QS
Niu, FJ
Zhang, KH
机构
[1] Cold & Arid Reg Environm & Engn Res Inst, State Key Lab Prozen Soil Engn, Lanzhou 730000, Peoples R China
[2] Lanzhou Railway Univ, Lanzhou 73007, Peoples R China
关键词
climatic warming; ventilated embankment in permafrost regions; temperature characteristic; three-dimensional nonlinear analysis; heat transfer; phase change;
D O I
10.1016/j.coldregions.2003.10.006
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
A ventilated embankment with pipes inside is proposed for application in the field. The pipe's diameter is 0.4 m; its position is 1.0 m above the natural surface; and the distance between its centers is 2.0 m. Using the finite element method, the three-dimensional numerical analysis for the temperature characteristic of the ventilated embankment has been performed. The calculated result indicates that the ventilated embankment enables the area of thawing bulbs under it to decrease, the largest thawing depth to shrink, and the isotherm of 0 degreesC to move up into regions at which the yearly average air temperature is - 2.9 degreesC, or the yearly average temperature on the natural surface is - 0.4 degreesC without climatic warming. This illustrates that the ventilated embankment is able to play a cooling role to the permafrost under it and is able to reduce the embankment base temperature, which ensures the stability of embankment in permafrost regions. Considering the case where the air temperature will increase by 2 degreesC in 50 years, the ventilated embankment structure used for 50 years can also ensure the thermal stability of permafrost under it in the regions where the yearly average air temperature is below - 3.5 degreesC, or the yearly average temperature on natural ground surface is below - 1 degreesC. (C) 2004 Elsevier B.V All rights reserved.
引用
收藏
页码:165 / 184
页数:20
相关论文
共 11 条
  • [1] BONACINA C, 1973, INT J HEAT MASS TRAN, V16, P1832
  • [2] Winter-time convection in open-graded embankments
    Goering, DJ
    Kumar, P
    [J]. COLD REGIONS SCIENCE AND TECHNOLOGY, 1996, 24 (01) : 57 - 74
  • [3] GOERING DJ, 1998, P 7 INT PERM C LAV U, V57, P319
  • [4] Nonlinear analysis for the coupled problem of temperature and seepage fields in cold regions tunnels
    Lai, YM
    Wu, Z
    Zhu, Y
    Zhu, L
    [J]. COLD REGIONS SCIENCE AND TECHNOLOGY, 1999, 29 (01) : 89 - 96
  • [5] Cooling effect of ripped-stone embankments on Qing-Tibet railway under climatic warming
    Lai, YM
    Zhang, LX
    Zhang, SJ
    Mi, L
    [J]. CHINESE SCIENCE BULLETIN, 2003, 48 (06): : 598 - 604
  • [6] Heat stability analysis of embankment on the degrading permafrost district in the East of the Tibetan Plateau, China
    Li, DQ
    Wu, ZW
    Fang, JH
    Li, YC
    Lu, NG
    [J]. COLD REGIONS SCIENCE AND TECHNOLOGY, 1998, 28 (03) : 183 - 188
  • [7] LIU J, 1996, P INT S COLD REG ENG, P107
  • [8] Liu Yi, 2000, J GLACIOLOGY GEOCR S, V22, p26 to 32
  • [9] Wu Z.W., 1988, ROADBED ENG PERMAFRO, P48
  • [10] ZARLING JP, 1983, P 4 INT C PERM, P1463