2[1]Goreing D J, Kumar P. Convective heat transfer in railway embankment ballast [A]. Thimus. Ground Freezing 2000 [C]. Rotterdam: Balkeman, 2000. 31-36.
3[2]Goreing D J, Instanes A, Knudsen S. Winter-time convection in open graded embankments [J]. Cold Regions Science and Technology, 1966, 24: 57-74.
4[3]Izadpanah M R, Muler-Steinhagen H, Jamialahmadi M. Experimental and theoretical studies of convective heat transfer in a cylindrical porous medium [J]. Int. J. Heat and Fluid Flow, 1998, 19: 629-635.
5[4]Kane D L, Hinkel K M, Goreing D J, et al. Non-conductive heat transfer associated with frozen soil [J]. Global and Planetary Change, 2001, 29: 275-292.
6[11]Zhao Xiufeng. Study on cryosolic weathering mechanism of rock and soil [J]. Annual Report of Observation and Research Station of Qinghai-Xizang Plateau, Chinese Academy of Sciences, 1995, 3: 48-55. [赵秀峰. 岩石和土的冷生风化研究[J]. 青藏高原观测研究站年报,1995, 3: 48-55.]
7徐敩祖 王家澄 张立新.冻土物理学[M].北京: 科学出版社,2001.77-91.
8Wu Qingbai, LiuYongzhi, Zhang Jianming, et al. A review of recent soil engineering in permafrost regions along Qinghai-Tibet Highway, China [J]. Permafrost and Periglacial Processes, 2002, 13(3): 199-205.
9Wang Guoshang, LinQing and Jin Huijun. Experimental study on the quarried rock ventilated embankment in cold regions engineering [A]. Proceeding of the Fifth Chinese Conference on Glaciology and Geocryology (Vol.1) [C]. Lanzhou: Gansu Culture Press, 1996.
10Yu Wenbing, Lai Yuanming, Zhang Xuefu, et al. Laboratory investigation on cooling effect of coarse rock layer and fine rock layer in permafrost regions [J].Cold Regions Science and Technology, 2004, 38(1): 31-42.
