Application of the roadbed cooling approach in Qinghai-Tibet railway engineering

Abstract The Qinghai–Tibet Railway goes through 550 km of permafrost, half of which is classified as “warm” permafrost with a mean annual ground temperature ranging from 0 to − 1 °C. The Qinghai–Tibet Railway is a long-term plan. In order to maintain its normal operation, climatic changes over the next 50 to 100 years need to be considered. The passive method of simply increasing the thermal resistance by raising embankment height and using insulating materials has proven ineffective on “warm” permafrost and therefore cannot be used in the construction of Qinghai–Tibet Railway in “warm” and ice-rich permafrost area. To deal with the “warm” nature of the plateau permafrost and global warming, a series of proactive roadbed-cooling methods were employed, which include solar radiation control using shading boards, heat convection control using air ducts, thermosyphons, and air-cooled embankments, and finally heat conduction control using “thermal semi-conductor” materials. A proper combination of these measures can enhance the cooling effect. All these methods can be used to lower the ground temperature and to help stabilize the Qinghai–Tibet Railway. Especially, the air-cooled embankments have the advantages of high efficiency, ease of installation, environmental friendliness, and relative low cost.

[1]  W Zhi,et al.  Analysis on effect of permafrost protection by two-phase closed thermosyphon and insulation jointly in permafrost regions , 2005 .

[2]  D. Goering,et al.  Winter-time convection in open-graded embankments , 1996 .

[3]  Guodong Cheng,et al.  A roadbed cooling approach for the construction of Qinghai–Tibet Railway , 2005 .

[4]  G. Cheng Influences of local factors on permafrost occurrence and their implications for Qinghai-Xizang Railway design , 2004 .

[5]  Mingyi Zhang,et al.  Nonlinear analysis for the cooling effect of Qinghai-Tibetan railway embankment with different structures in permafrost regions , 2005 .

[6]  Douglas J. Goering,et al.  Passively Cooled Railway Embankments for Use in Permafrost Areas , 2003 .

[7]  Shuangyang Li,et al.  Laboratory investigation on cooling effect of sloped crushed-rock revetment in permafrost regions , 2006 .

[8]  G. Cheng Permafrost Studies in the Qinghai.Tibet Plateau for Road Construction , 2005 .

[9]  Wei-Dong Ma,et al.  Experimental investigation on influence of boundary conditions on cooling effect and mechanism of crushed-rock layers , 2006 .

[10]  Luxin Zhang,et al.  Adjusting temperature distribution under the south and north slopes of embankment in permafrost regions by the ripped-rock revetment , 2004 .

[11]  Cheng Guo-dong,et al.  Construction of Qinghai-Tibet Railway with Cooled Roadbed , 2003 .

[12]  Like Ning,et al.  The temperature features for different ventilated-duct embankments with adjustable shutters in the Qinghai-Tibet railway , 2006 .

[13]  Liu Yongzhi,et al.  A review of recent frozen soil engineering in permafrost regions along Qinghai‐Tibet Highway, China , 2002 .

[14]  M. Ishikawa,et al.  Thermal regime of sporadic permafrost in a block slope on Mt. Nishi-Nupukaushinupuri, Hokkaido Island, Northern Japan , 2003 .

[15]  Ming-yi Zhang,et al.  Influence of boundary conditions on the cooling effect of crushed-rock embankment in permafrost regions of Qinghai–Tibetan Plateau , 2006 .

[16]  Ning Li,et al.  Preliminary study on cooling effect mechanisms of Qinghai–Tibet railway embankment with open crushed-stone side slope in permafrost regions , 2006 .

[17]  C. Guodong,et al.  Field experiment study on effects of duct-ventilated railway embankment on protecting the underlying permafrost , 2006 .

[18]  A. Bejan,et al.  Convection in Porous Media , 1992 .

[19]  S. Harris,et al.  Thermal regimes beneath coarse blocky materials , 1998 .

[20]  Haigang Wang,et al.  The air flow and heat transfer in gravel embankment in permafrost areas , 2004 .

[21]  M. Wei An Experimental Study of the Effect of Awning along the Qinghai-Tibet Railway , 2006 .