CHEN Jian-xun,LUO Yan-bin.Calculation Method of Antifreezing Layer Thickness in Cold Region Tunnel[J].Journal of Traffic and Transportation Engineering,2007,7(2):77-79.
XIA Cai-chu,ZHANG Guo-zhu,XIAO Su-guang.Analytical Solution to Temperature Fields of Tunnel in Cold Region Considering Lining and Insulation Layer[J].Chinese Journal of Rock Mechanics and Engineering,2010,29(9):1767-1773.
MA Jian-xin,LI Yong-li,XIE Hong-qiang,et al.Study on Thermal Insulation Layer Thickness of Tunnel in Cold Regions[J].Railway Construction Technology,2003(6):20-22.
[8]
YAN Qi-xiang,HE Chuan,ZENG Dong-yang.Study of Temperature Field and Heat Preservation and Insulation Layer for Tunnel in Cold Area[J].Journal of Sichuan University:Engineering Science Edition,2005,37(3):24-27.
LIU Guo-yu.The Frozen Soil Problems and Related Prevention Countermeasures of Dabanshan Highway Tunnel[J].Journal of Glaciology and Geocryology,2006,28(6):833-837.
NIU Fu-jun,MA Wei,WU Qing-bai.Thermal Stability of Roadbeds of the Qinghai-Tibet Railway in Permafrost Regions and the Main Freezing-thawing Hazards[J].Journal of Earth Sciences and Environment,2011,33(2):196-206.
JIN De-wu,NIU Fu-jun,CHEN Zhi-xin,et al.Simulation Analysis for Model Experiment of Frozen Soil Slope[J].Journal of Earth Sciences and Environment,2004,26(1):29-32.
[16]
戴锅生.传热学[M].2版.北京:高等教育出版社,1999.
[17]
DAI Guo-sheng.Heat Transfer[M].2nd ed.Beijing:Higher Education Press,1999.
CHEN Jian-xun.Design Method and Application for Antifreezing Thermal Protective Layers in Cold Region Tunnels[J].China Civil Engineering Journal,2004,37(11):85-88.
[20]
LAI Yuan-ming,YU Wen-bing,WU Zi-wang,et al.Approximate Analytical Solution for the Temperature Fields of a Circular Tunnel in Cold Regions[J].Journal of Glaciology and Geocryology,2001,23(2):126-130.
ZHANG Yao,LAI Yuan-ming,ZHANG Xue-fu.A Practical Method for Calculating the Design Parameters of the Heat Insulation Layer in Cold Region Tunnel[J].China Railway Science,2009,30(2):66-70.
XIE Hong-qiang,HE Chuan,LI Yong-lin.Study on Insulating Layer Thickness by Phase-change Temperature Field of Highway Tunnel in Cold Region[J].Chinese Journal of Rock Mechanics and Engineering,2007,26(S2):4397-4440.
LAI Y M,WU Z,ZHU Y,et al.Nonlinear Analysis for the Coupled Problem of Temperature and Seepage Fields in Cold Regions Tunnels[J].Cold Regions Science and Technology,1999,29(1):89-96.
[28]
GB 50324—2001,Code for Engineering Geological Investigation of Frozen Ground[S].
[29]
LIANG Wen-hao,HUANG Shuang-lin.Difficulties in Permafrost Tunnel Design[J].Modern Tunneling Technology,2004,41(S2):146-150.
ZHANG Xue-fu,LAI Yuan-ming,YU Wen-bing,et al.Forecast and Analysis of Refreezing in Fenghuoshan Permafrost Tunnel[J].Chinese Journal of Rock Mechanics and Engineering,2004,23(24):4170-4178.
[33]
LIU Yu-yong,WU Jian,ZHENG Bo,et al.Computation and Analysis of Temperature Field on the Extra-long Highway Tunnel in High Attitude and Cold Zones[J].Science Technology and Engineering,2011,11(18):4262-4267.
