Applicability evaluation on application of thermosyphon in embankment engineering of expressway in permafrost regions of Qinghai-Tibet Plateau

被引:5
|
作者
Kong S. [1 ,2 ]
Wen Z. [1 ]
Wu Q. [1 ]
Wang D. [1 ]
机构
[1] State Key Laboratory of Frozen Soil Engineering, Northwest Institute of Eco-Environment and Resources, Chinese Academy of Science, Lanzhou
[2] School of Earth Science, University of Chinese Academy of Sciences, Beijing
基金
中国国家自然科学基金;
关键词
Annual average temperature; Annual difference; Cooling effect; Embankment height; Thermosyphon;
D O I
10.11817/j.issn.1672-7207.2019.06.017
中图分类号
学科分类号
摘要
In order to study the cooling effect and the application range of thermosyphon in embankment engineering of expressway in permafrost regions, a hydrothermal model was established, in which the artificial permafrost table and thermal stability status of the embankment with thermosyphon under the different environmental conditions were analyzed. And the application scope of thermosyphon was analyzed by combining the three factors of road height, annual average temperature and annual difference. The results show that for the area with annual difference of 12 ℃, the application scope of embankment with the height of 4 m is the annual average temperature lower than about -5.5 ℃, and the application scope of embankment with the height of 3 m is the annual average temperature lower than about -5.8 ℃. The embankment with thermosyphon has certain limitations and can't maintain the stability of the engineering during its service period of 15 a in most of Qinghai-Tibet Plateau area, but the thermosyphon embankment with the height of 3 m can be applied in the area of Fenghuoshan. © 2019, Central South University Press. All right reserved.
引用
收藏
页码:1384 / 1391
页数:7
相关论文
共 26 条
  • [1] Dong Y., Lai Y., Chen W., Cooling effect of combined L-shaped thermosyphon, crushed-rock revetment and insulation for high-grade highways in permafrost regions, Chinese Journal of Geotechnical Engineering, 34, 6, pp. 1043-1049, (2012)
  • [2] Fan K., Yu Q., Yuan K., Et al., Study on new temperature-controlling embankment for high-grade highway in permafrost regions, Chinese Journal of Underground Space and Engineering, 9, pp. 1681-1687, (2013)
  • [3] Zhang K., Li D., Tao K., Et al., Study of the long-term cooling effect of special embankments of high-grade highways in permafrost regions, Journal of Glaciology and Geocryology, 36, 4, pp. 976-986, (2014)
  • [4] Zhu D., Wang S., Si W., Et al., Study on temperature field of high-grade highway pavement structure in Qinghai-Tibet Platrau permafrost regions, Journal of Highway and Transportation Research and Development, 30, 8, pp. 29-36, (2013)
  • [5] Zhu L., Study of the adherent layer on different types of ground in permafrost regions on the Qinghai-Xizang Plateau, Journal of Glaciology and Geocryology, 10, 1, pp. 8-14, (1988)
  • [6] Yu Q., Gu W., Qian J., Et al., Problem analysis of high grade highway construction in permafrost regions, Highway, 55, 11, pp. 74-81, (2010)
  • [7] Yu Q., Chang G., He N., Et al., Heat transfer process of roadway embankments with different type and width of road surface in permafrost regions, Progress in Natural Science, 16, 11, pp. 1482-1486, (2006)
  • [8] Hou Y., Wu Q., Dong J., Et al., Numerical simulation of efficient cooling by coupled RR and TCPT on railway embankments in permafrost regions, Applied Thermal Engineering, 133, pp. 351-360, (2018)
  • [9] Zhang M., Pei W., Lai Y., Et al., Numerical study of the thermal characteristics of a shallow tunnel section with a two-phase closed thermosyphon group in a permafrost region under climate warming, International Journal of Heat & Mass Transfer, 104, pp. 952-963, (2017)
  • [10] Yu F., Qi J., Zhang M., Et al., Cooling performance of two-phase closed thermosyphons installed at a highway embankment in permafrost regions, Applied Thermal Engineering, 98, pp. 220-227, (2016)