Zhu Linan, Wu Ziwang, Liu Yongzhi. Permafrost degeneration in the east of Tibetan Plateau [J]. Journal of Glaciology and Geocryology, 1995, 17(2) :120-124.[朱林楠, 吴紫汪, 刘永智. 青藏高原东部的冻土退化[J]. 冰川冻土, 1995,17(2):120-124.]
[2]
Cheng Guodong, He Ping. Linearity engineering in permafrost areas [J]. Journal of Glaciology and Geocryology, 2001, 23(3) :213- 217. [程国栋, 何平. 多年冻土地区线性工程建设[J] .冰川冻土, 2001, 23(3) : 213 - 217.]
[3]
Ma Wei, Wu Qingbai, Cheng Guodong. Analyses of the temperature fields within an air convective embankment of crushed rock structure along the Qinghai-Tibet Railway[J]. Journal Glaciology and Geocryology, 2006, 28( 4 ) : 586 - 595. [马巍, 吴青柏, 程国栋. 青藏铁路块石气冷结构路堤下冻土温度场变化分析[J] . 冰川冻土, 2006, 28(4) : 586- 595. ]
[4]
Lai Yuanming, Zhang Luxin, Zhang Shujuan, et al. Adjusting temperature distribution under the north and south slopes of roadbed by the ripped rock revetment in permafrost regions[J]. Chinese Journal of Rock Mechanics and Engineering,2004, 23( 24) : 4212- 4220. [赖远明, 张鲁新, 张淑娟, 等. 利用抛石护坡调节冻土路基阴阳坡的温度分布[J] . 岩石力学与工程学报, 2004, 23( 24) : 4212- 4220. ]
[5]
Lai Yuanming, Zhang Mingyi, Yu Wenbing, et al. The influence of boundary conditions on the cooling effect and mechanism of ripped rock layers [J]. Journal Glaciology and Geocryology, 2005, 27( 2) : 163 - 168. [赖远明, 张明义, 喻文兵,等. 边界条件对碎石层降温效果及机理的影响[J] . 冰川冻土, 2005, 27( 2) : 163- 168.
[6]
Mikhailov GP.Temperature regime of embankment consisting of coarse rock on permafrost[J]. Trans Construction, 1971, 12:32-33.
[7]
Goering DJ, Kumar P. Winter-time convection in open-graded embankments [J]. Cold Regions Science and Technology,1996, 24(1):57-74.
[8]
Goering, D.J., Experimental investigation of air convection embankments for permafrost-resistant roadway design[C]// Proceeding of the 7th international conference on permafrost. 1998:319-326.
[9]
Goering DJ, Instanes A, Knudsen S. Convective heat transfer in railway embankment ballast[C]//Grand Freezing 2000. Rotterdam: A.A.Balkema, 2000:31-36.
[10]
Goering DJ. Passively cooled railway embankment for use in permafrost areas [J]. Cold Regions Science and Technology,2003, 17(3):119-133.
[11]
Sun Binxiang, Xu Xiaozu, Lai Yuanming, et al. Experimental research on thermal conductivity parameter of ballast embankment and revetment[J]. China Journal of Highway and Transport, 2003,16 (3) : 6-10. [孙斌祥,徐敩祖,赖远明,等. 块石路堤,护坡导热系数的试验研究[ J ]. 中国公路学报, 2003, 16 (3) : 6-10.]
[12]
Yu Wenbing, Lai Yuanming, Zhang Xuefu, et al. Experimental study on the cooling effect of block of block stone and crushed stone[J]. Journal of Glaciology and Geocryology, 2003, 25 (6): 638-643.[喻文兵,赖远明,张学富,等. 块石层与碎石层降温效果室内试验研究[J]. 冰川冻土, 2003, 25 (6) : 638-643.]
[13]
Xu Xiaozu, Sun Xiangbin, Li Qi, et al. Laboratory experiment on the influence of paving location and diameter on the cooling effect of ballast embankment[J]. Chinese Journal of Geotechnical Engineering, 2005, 27 (3) : 254-257.[徐敩祖,孙斌祥,刘琪,等. 碎石铺设位置及粒径对路基降温效果影响的室内试验[J]. 岩土工程学报, 2005, 27 ( 3 ) : 254 -257.]
[14]
Feng Wenjie, Ma Wei, Zhang Luxin, et al. Application of riprap slope protection to roadbed engineering in permafrost regions [J]. Journal of Glaciology and Geocryology, 2003, 25 (6) : 632-637.[冯文杰,马巍,张鲁新,等. 碎块石护坡在寒区道路工程中的应用[J]. 冰川冻土, 2003, 25 (6) : 632-637.]
[15]
Sun Zhizhong, Ma Wei, Li Dongqing. Cooling effect of crushed rock revetment in permafrost regions [J]. Journal of Glaciology and Geocryology, 2007, 29 (2): 292-298.[孙志忠, 马巍, 李东庆.青藏高原多年冻土区碎石护坡降温作用及效果分析 [J]. 冰川冻土, 2007, 29 (2) : 292-298.]
[16]
Ma Wei, Cheng Guodong, Wu Qingbai. Preliminary study on technology of cooling foundation in permafrost regions [J]. Journal Glaciology and Geocryology, 2002, 24(5) : 579-587.[马巍,程国栋,吴青柏. 多年冻土地区主动冷却路基方法研究[J] .冰川冻土, 2002, 24(5) : 579 -587. ]