LAI Yuan-ming,ZHANG Lu-xin,ZHANG Shu-juan,et al.Cooling Effect of Ripped-stone Embankments on Qing-Tibet Railway Under Climatic Warming[J].Chinese Science Bulletin,2003,48(6):598-604.
[3]
TREVISAN O V,BEJAN A.Natural Convection with Combined Heat and Mass Transfer Buoyancy Effects in a Porous Medium[J].International Journal of Heat and Mass Transfer,1985,28(8):1597-1611.
[4]
ROYER J J,FLORES L.Two-dimensional Natural Convection in an Anisotropic and Heterogeneous Porous Medium with Internal Heat Generation[J].International Journal of Heat and Mass Transfer,1994,37(9):1387-1399.
[5]
SUN Zhi-zhong,MA Wei,LI Dong-qing.Ground Temperature Characteristics of Block Stone Embankment and Traditional Embankment at Beiluhe Along Qinghai-Tibet Railway[J].Chinese Journal of Geotechnical Engineering,2008,30(2):303-308.
[6]
LAI Yuan-ming,ZHANG Lu-xin,XU Wei-ze,et al.Temperature Features of Broken Rock Mass Embankment in the Qinghai-Tibetan Railway[J].Journal of Glaciology and Geocryology,2003,25(3):291-296.
[7]
LAI Yuan-ming,ZHANG Ming-yi,YU Wen-bing,et al.Laboratory Study of Particle Size for Optimal Cooling Effect of Closed Crushed-rock Layers[J].Journal of Glaciology and Geocryology,2006,28(5):755-759.
XU Xue-zu,SUN Bin-xiang,LI Dong-qing,et al.Variation of Temperature in Ballasts Under Periodic Fluctuation of Boundary Temperature[J].Chinese Journal of Geotechnical Engineering,2003,25(1):91-95.
YU Qi-hao,QIAN Jin,WU Qing-bai,et al.Designing Research of the Qinghai-Tibet High-grade Testing Highway[J].Journal of Glaciology and Geocryology,2009,31(5):907-914.
YU Qi-hao,CHENG Guo-dong,HE Nai-wu,et al.Study on the Heat Conduction Process of Roadbed in Permafrost Region of Different Road Surface and Width[J].Progress in Natural Science,2006,16(11):1482-1486.
[17]
CHENG Guo-dong.Influences of Local Factors on Permafrost Occurrence and Their Implications to Qinghai-Tibet Railway Design[J].Science in China:Series D,2003,33(6):602-607.
MA Wei,CHENG Guo-dong,WU Qing-bai.Prelim-inary Study on Technology of Cooling Foundation in Permafrost Regions[J].Journal of Glaciology and Geocryology,2002,24(5):579-587.
[20]
GOERING D J,KUMAR P.Convective Heat Transfer in Railway Embankment Ballast[C]//THIMUS J F.Ground Freezing 2000-Frost Action Soils:Proceedings of the 9th International Symposium.London:Taylor & Francis,2000:31-36.
[21]
GOERING D J,KUMAR P.Winter-time Convection in Open-graded Embankments[J].Cold Regions Science and Technology,1996,24(1):57-74.
ZHANG Ming-yi,LAI Yuan-ming,GAO Zhi-hua,et al.Influence of Boundary Conditions on the Cooling Effect of Crushed-rock Embankment in Permafrost Regions of Qinghai-Tibetan Plateau[J].Cold Regions Science and Technology,2006,44(3):225-239.
[26]
WANG Ai-guo,MA Wei,WANG Da-yan.Comparison Study on Cooling Effect of Frozen-soil Foundation on Block-stone Railway Embankment with Different Thickness of Block-stone[J].Chinese Journal of Rock Mechanics and Engineering,2006,25(S1):3283-3288.
[27]
WU Qing-bai,ZHAO Shi-yun,MA Wei,et al.Monitoring and Analysis of Cooling Effect of Block-stone Embankment for Qinghai-Tibet Railway[J].Chinese Journal of Geotechnical Engineering,2005,27(12):1386-1390.
[28]
MA Wei,FENG Guang-li,WU Qing-bai,et al.Ana-lyses of Temperature Fields Under the Embankment with Crushed-rock Structures Along the Qinghai-Tibet Railway[J].Cold Regions Science and Tech-nology,2008,53(3):259-270.
LAI Yuan-ming,ZHANG Ming-yi,YU Wen-bing,et al.The Influence of Boundary Conditions on the Cooling Effect and Mechanism of Ripped-rock Layers[J].Journal of Glaciology and Geocryology,2005,27(2):163-168.
HE Ping,CHENG Guo-dong,MA Wei,et al.Re-searches on Ventilation Properties of Block Stones Layer[J].Chinese Journal of Geotechnical Engineering,2006,28(6):789-792.
[33]
YU Qi-hao,CHENG Guo-dong,HE Nai-wu.Concrete Hollow Block Used for Permafrost Embankment Slope:China,CN1707035[P].2005-12-14.
[34]
WANG Ai-guo,MA Wei,WU Zhi-jian.Study on Influence of Sand-and-gravel Layer Thickness Up Block-stone Railway Embankment on Cooling Effect of Frozen-soil Foundation[J].Chinese Journal of Rock Mechanics and Engineering,2005,24(13):2333-2341.