A full-scale field experiment to evaluate the cooling performance of a novel composite embankment in permafrost regions

[1]  Long Jin,et al.  In-situ study on cooling characteristics of two-phase closed thermosyphon embankment of Qinghai–Tibet Highway in permafrost regions , 2013 .

[2]  Zhizhong Sun,et al.  In-situ study on cooling effect of the two-phase closed thermosyphon and insulation combinational embankment of the Qinghai–Tibet Railway , 2010 .

[3]  Wei,et al.  Qinghai-Tibet Expressway experimental research , 2010 .

[4]  Y. Lai,et al.  Laboratory investigation on the cooling effect of the embankment with L-shaped thermosyphon and crushed-rock revetment in permafrost regions , 2009 .

[5]  Xu Anhua.  Study on In-situ Monitoring of Effect of Degenerative Permafrost Protected by Crushed Rock Revetment , 2009 .

[6]  Zhizhong Sun,et al.  Application of the roadbed cooling approach in Qinghai-Tibet railway engineering , 2008 .

[7]  D. Goering,et al.  Experimental validation of passive permafrost cooling systems , 2008 .

[8]  Zhang Shu-juan.  Nonlinear Analysis of the Temperature Field of the Embankment with Crushed-Rock Revetment and Insulation along the Qinghai-Tibetan Railway , 2007 .

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

[10]  Y. Lai,et al.  Experimental studies on the ripped-rock revetment embankment in permafrost regions of the Qinghai–Tibet railroad , 2006 .

[11]  Chenji,et al.  Yin–Yang Slope problem along Qinghai–Tibetan Lines and its radiation mechanism , 2006 .

[12]  Yang Yong-ping,et al.  Numerical Analysis of Proper Thermosyphon Inclination Angle Used in Permafrost Embankment , 2006 .

[13]  Liu,et al.  The Impact of Climate Warming on Permafrost and Qinghai-Tibet Railway , 2006 .

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

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

[16]  Li Dongqing,et al.  In Situ Test on Cooling Effectiveness of Air Convection Embankment with Crushed Rock Slope Protection in Permafrost Regions , 2005 .

[17]  M. Wei,et al.  Evaluation of EPS application to embankment of Qinghai-Tibetan railway , 2005 .

[18]  Zhang Lu-xin,et al.  Thermosyphon technology and its application in permafrost , 2005 .

[19]  Y. Sheng,et al.  Principle of thermal insulation for permafrost protection , 2004 .

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

[21]  Luxin Zhang,et al.  Cooling effect of ripped-stone embankments on Qing-Tibet railway under climatic warming , 2003 .

[22]  Cheng Guodong,et al.  Geocryology in China , 2001 .

[23]  Tong Changjiang,et al.  The effect of climate warming on the Qinghai-Tibet Highway, China , 1996 .

[24]  Douglas L. Kane,et al.  Thermal response of the active layer to climatic warming in a permafrost environment , 1991 .