Study of the time-dependent thermal behavior of the multilayer asphalt concrete pavement in permafrost regions
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Mingyi Zhang | Wansheng Pei | Yuanming Lai | Shuangyang Li | Shuangyang Li | W. Pei | Y. Lai | Long Jin | Long Jin | Ming-yi Zhang
[1] Binxiang Sun,et al. Numerical analysis for critical thickness of crushed rock revetment layer on Qinghai–Tibet Railway , 2009 .
[2] X. Fang,et al. Elastic-adhesive interface effect on effective elastic moduli of particulate-reinforced asphalt concrete with large deformation , 2018, International Journal of Engineering Science.
[3] D. Goering,et al. Winter-time convection in open-graded embankments , 1996 .
[5] Peijia Li,et al. Variation of snow water resources in northwestern China, 1951–1997 , 1999 .
[6] Takashi Asaeda,et al. Heat storage of pavement and its effect on the lower atmosphere , 1996 .
[7] A. Bejan,et al. Convection in Porous Media , 1992 .
[8] Wei-Dong Ma,et al. Experimental investigation on influence of boundary conditions on cooling effect and mechanism of crushed-rock layers , 2006 .
[9] Daniel Castro-Fresno,et al. Thermal and hydraulic analysis of multilayered asphalt pavements as active solar collectors , 2013 .
[10] Jiankun Liu,et al. Thermal characteristics and declining permafrost table beneath three cooling embankments in warm permafrost regions , 2017 .
[11] J. Whitelaw,et al. Convective heat and mass transfer , 1966 .
[12] M. Darrow,et al. Modeling the performance of an air convection embankment (ACE) with thermal berm over ice-rich permafrost, Lost Chicken Creek, Alaska , 2016 .
[13] Jing Luo,et al. A naturally-occurring ‘cold earth’ spot in Northern China , 2016, Scientific Reports.
[14] Yubing Wang,et al. Effect of temperature and strain rate on mechanical characteristics and constitutive model of frozen Helin loess , 2017 .
[15] Orlando B. Andersland,et al. Frozen Ground Engineering , 2003 .
[16] Wu Qing-bai,et al. Thawing Index and Freezing Index on the Embankment Surface in Permafrost Regions , 2003 .
[17] Douglas J. Goering,et al. Passively Cooled Railway Embankments for Use in Permafrost Areas , 2003 .
[18] Guodong Cheng,et al. A roadbed cooling approach for the construction of Qinghai–Tibet Railway , 2005 .
[19] Xin Li,et al. A GIS-aided response model of high-altitude permafrost to global change , 1999 .
[20] Jon Harbor,et al. Thermal stability analysis of crushed-rock embankments on a slope in permafrost regions , 2014 .
[21] C. Guodong,et al. The ‘thermal semi‐conductor’ effect of crushed rocks , 2007 .
[22] W. Ma,et al. Cooling processes and effects of crushed rock embankment along the Qinghai–Tibet Railway in permafrost regions , 2012 .
[23] Y. Lai,et al. Experimental study on influence of particle size on cooling effect of crushed-rock layer under closed and open tops , 2007 .
[24] Shuangyang Li,et al. Evaluating the cooling performance of crushed-rock interlayer embankments with unperforated and perforated ventilation ducts in permafrost regions , 2015 .
[25] Shuangyang Li,et al. Numerical study on the influence of geometrical parameters on natural convection cooling effect of the crushed-rock revetment , 2009 .
[26] Zhongqiong Zhang,et al. Thermal accumulation mechanism of asphalt pavement in permafrost regions of the Qinghai–Tibet Plateau , 2018 .
[27] G. Cheng,et al. Responses of permafrost to climate change and their environmental significance, Qinghai‐Tibet Plateau , 2007 .
[28] Zhongqiong Zhang,et al. Long-term thermal effect of asphalt pavement on permafrost under an embankment , 2010 .
[29] Jianguo Lu,et al. Lateral thermal disturbance of embankments in the permafrost regions of the Qinghai-Tibet Engineering Corridor , 2015, Natural Hazards.
[30] T. Oommen,et al. Embankment Stabilization Techniques for Railroads on Permafrost , 2016 .
[31] I. Asi,et al. Effect of bitumen grade on hot asphalt mixes properties prepared using recycled coarse concrete aggregate , 2016 .
[32] Zhang Jinzhao. Laboratory experiment on the influence of paving location and diameter on the cooling effect of ballast embankment , 2005 .
[33] Z. Wen,et al. Remedying embankment thaw settlement in a warm permafrost region with thermosyphons and crushed rock revetment , 2012 .
[34] Wei Ma,et al. Monitoring study on technology of the cooling roadbed in permafrost region of Qinghai–Tibet plateau , 2006 .
[35] Shengsong Yu,et al. Analysis of the thermal stability of an embankment under different pavement types in high temperature permafrost regions , 2008 .
[36] 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 .