Wang Shuangjie, Li Zhulong, Zhang Jinzhao, et al. Highway Construction Technology on Permafrost Regions[M]. Beijing: China Communications Press, 2008. [汪双杰, 李祝龙, 章金钊, 等. 多年冻土地区公路修筑技术[M]. 北京: 人民交通出版社, 2008.]
[2]
Luo Dongliang, Jin Huijun, Lin Lin, et al. Degradation of permafrost and cold-environments on the interior and eastern Qinghai Plateau[J]. Journal of Glaciology and Geocryology, 2012, 34(3): 538-546. [罗栋梁, 金会军, 林琳, 等. 青海高原中、 东部多年冻土及寒区环境退化[J]. 冰川冻土, 2012, 34(3): 538-546.]
[3]
Su Kai, Zhang Jianming, Liu Shiwei, et al. Compressibility of warm and ice-rich frozen soil[J]. Journal of Glaciology and Geocryology, 2013, 35(2): 369-375. [苏凯, 张建明, 刘世伟, 等. 高温-高含冰量冻土压缩变形特性研究[J]. 冰川冻土, 2013, 35(2): 369-375.]
[4]
Zhang Qinglong, Li Ning, Ma Wei, et al. Analyses of the thawing consolidation of fill embankments in warm permafrost regions[J]. Journal of Glaciology and Geocryology, 2014, 36(3): 614-621. [张青龙, 李宁, 马巍, 等. 高温冻土区填土路基融化固结变形分析[J]. 冰川冻土, 2014, 36(3): 614-621.]
[5]
Liu Shiwei, Zhang Jianming. Review on physic-mechanical properties of warm frozen soil[J]. Journal of Glaciology and Geocryology, 2012, 34(1): 120-129. [刘世伟, 张建明. 高温冻土物理力学特性研究现状[J]. 冰川冻土, 2012, 34(1): 120-129.]
[6]
Chen Jianbing, Wang Shuangjie, Zhang Jinzhao, et al. Formation and mechanism of high subgrade diseases of Qinghai-Tibet Highway[J]. Journal of Chang'an University (Natural Science Edition), 2008, 28(6): 30-35. [陈建兵, 汪双杰, 章金钊, 等. 青藏公路高路基病害的形成及其机理[J]. 长安大学学报(自然科学版), 2008, 28(6): 30-35.]
[7]
Wu Qingbai, Liu Yongzhi, Zhu Yuanlin. Thermal state of active layer under asphalt pavement of Qinghai-Tibet Highway[J]. Journal of Xi'an Highway University, 2001, 21(1): 23-25. [吴青柏, 刘永智, 朱元林. 青藏公路沥青路面下活动层的热状态分析[J]. 西安公路交通大学学报, 2001, 21(1): 23-25.]
[8]
Wu Qingbai, Tong Changjiang, Mi Haizhen. Changing characteristics of seasonal active layer under asphalt pavement in Qinghai-Tibet Highway[J]. Journal of Xi'an Highway University, 1995, 15(4): 1-5. [吴青柏, 童长江, 米海珍. 青藏公路沥青路面下季节活动层的变化特征[J]. 西安公路交通大学学报, 1995, 15(4): 1-5.]
[9]
Sheng Yu, Liu Yongzhi, Zhang Jianming, et al. Analysis on the thawing of permafrost underlying Qinghai-Tibetan Highway[J]. Journal of Glaciology and Geocryology, 2003, 25(1): 43-48. [盛煜, 刘永智, 张建明, 等. 青藏公路下伏多年冻土的融化分析[J]. 冰川冻土, 2003, 25(1): 43-48.]
[10]
Liu Ge, Fan Kai, Zhu Dongpeng, et al. Research of subgrade damages caused by the thaw bulb deviation and their disposal measure in permafrost regions[J]. Highway, 2008(9): 324-327. [刘戈, 樊凯, 朱东鹏, 等. 多年冻土区融化盘偏移引发路基病害的治理工程措施研究[J]. 公路, 2008(9): 324-327.]
[11]
Rooney J W. Rock fill embankment applications for convective foundation cooling on the BAM railway system[C]//Proceeding of the 5th International Symposium on Cold Region Development, Alaska, 1997: 399-402.
[12]
Cheng Guodong, Sun Zhizhong, Niu Fujun. Application of roadbed cooling methods in the Qinghai-Tibet Railway construction[J]. Journal of Glaciology and Geocryology, 2006, 28(6): 797-808. [程国栋, 孙志忠, 牛富俊. "冷却路基"方法在青藏铁路上的应用[J]. 冰川冻土, 2006, 28(6): 797-808.]
[13]
Qiu Yong, Qi Wenbin. Application of plate-stone ventilation layer in the highway embankment in permafrost regions[J]. West-China Exploration Engineering, 2010(11): 225-226. [邱勇, 祁文斌. 片石通风层在多年冻土地区公路路基中的应用[J]. 西部探矿工程, 2010(11): 225-226.]
[14]
Sun Zhizhong, Ma Wei. Effects of ballasts on temperature of embankment in permafrost region[J]. Journal of Railway Engineering Society, 2003(4): 59-61. [孙志忠, 马巍. 块石层对其下部路基土体温度的影响[J]. 铁道工程学报, 2003(4): 59-61.]
[15]
Mi Long, Lai Yuanming, Wu Ziwang, et al. The finite element analysis for temperature property of railway embankments in cold regions[J]. Journal of the China Railway Society, 2003, 25(2): 62-67. [米隆, 赖远明, 吴紫汪, 等. 高原冻土铁路路基温度特性的有限元分析[J]. 铁道学报, 2003, 25(2): 62-67.]
[16]
Goering D J, Kumar P. Winter-time convection in open-graded embankments[J]. Cold Regions Science and Technology, 1996, 24(1): 57-74.
[17]
Wang Shuangjie, Sun Binxiang, Xu Xiaozu, et al. Research on laboratory experiment of natural convection mechanism of embankment ballast[J]. China Journal of Highway and Transport, 2004, 17(2): 18-23. [汪双杰, 孙斌祥, 徐敩祖, 等. 路堤块石自然对流机理的室内模拟试验研究[J]. 中国公路学报, 2004, 17(2): 18-23.]
[18]
Sun Zhizhong, Ma Wei, Li Dongqing. Ground temperature characteristics of block stone embankment and traditional embankment at Beiluhe along Qinghai-Tibet Railway[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(2): 303-308. [孙志忠, 马巍, 李东庆. 青藏铁路北麓河试验段块石路基与普通路基的地温特征[J]. 岩土工程学报, 2008, 30(2): 303-308.]
[19]
Xu Xiaozu, Sun Binxiang, Lai Yuanming, et al. Study on the long-term effects of ballast embankment of the Qinghai-Tibet Railway[J]. Journal of Glaciology and Geocryology, 2004, 26(1): 101-105. [徐敩祖, 孙斌祥, 赖远明, 等. 青藏铁路片石路基长期使用效果分析[J]. 冰川冻土, 2004, 26(1): 101-105.]
