Sheng Yu, Liu Yongzhi, Zhang Jianming, et al. The thermal state conditions of Qinghai-Tibet Highway embankment[J]. Progress in Natural Science, 2002, 12(8): 839-844. [盛煜, 刘永智, 张建明, 等. 青藏公路多年冻土路基内的热状况[J]. 自然科学进展, 2002, 12(8): 839-844.]
[2]
Wang Shaoling, Zhao Lin,Li Shuxun, et al. Study on thermal balance of asphalt pavement and roadbed stability in permafrost regions of the Qinghai-Tibetan Highway[J]. Journal of Glaciology and Geocryology, 2001, 23(2): 111-118. [王绍令, 赵林, 李述训, 等. 青藏公路多年冻土段沥青路面热量平衡及路基稳定性研究[J]. 冰川冻土, 2001, 23(2): 111-118.]
[3]
Wang Yinxue, Zhao Lin, Li Ren, et al. A study of factors which control variation of permafrost table[J]. Journal of Glaciology and Geocryology, 2011, 33(5): 1064-1067. [王银学, 赵林, 李韧, 等. 影响多年冻土上限变化的因素探讨[J]. 冰川冻土, 2011, 33(5): 1064-1067.]
[4]
Wang Shuangjie, Huo Ming, Zhou Wenjin. Road disease of Qinghai-Tibet Highway[J]. Highway, 2004(5): 20-26. [汪双杰, 霍明, 周文锦. 青藏公路多年冻土路基病害[J]. 公路, 2004(5): 20-26.]
[5]
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.]
[6]
Huang Zhijun, Lai Yuangming, Li Shuangyang, et al.Dynamic response of embankment in permafrost regions under traffic load[J]. Journal of Glaciology and Geocryology, 2012, 34(2): 418-426. [黄志军, 赖远明, 李双洋, 等. 交通荷载作用下冻土路基动力响应分析[J]. 冰川冻土, 2012, 34(2): 418-426.]
[7]
Liu Zhiqiang, Xin Jian, Yu Wenbing. Random temperature fie-lds of high-level highway wide embankment in cold regions[J]. Journal of Glaciology and Geocryology, 2013, 35(6): 1499-1504. [刘志强, 辛建, 喻文兵. 寒区高等级公路宽幅路基的随机温度场[J]. 冰川冻土, 2013, 35(6): 1499-1504.]
[8]
Dong Yuanhong. Study on the Long-Term Thermal Stabilities of Large-Width Embankments in Permafrost Regions[D].Lanzhou: Cold and Arid Regions Environmental and Engineering Research Institute, Chinese Academy of Sciences, 2011. [董元宏. 多年冻土区宽幅公路路基长期热稳定性研究[D]. 兰州: 中国科学院寒区旱区环境与工程研究所, 2011.]
[9]
Dong Yuanhong, Lai Yuanming, Chen Wu. Cooling effect of combined L-shaped thermosyphon, crushed-rock revetment and insulation for high-grade highways in permafrost regions[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(6): 1043-1049. [董元宏, 赖远明, 陈武, 等. 多年冻土区宽幅公路路基降温效果研究: 一种L型热管-块碎石护坡复合路基[J]. 岩土工程学报, 2012, 34(6): 1043-1049.]
[10]
Chen Jiayu. Study on Thermal Control Technology and the Long-Term Effects of Highway Subgrade in Permafrost Regions[D]. Beijing: Beijing Jiaotong University, 2013. [陈佳宇. 多年冻土区高速公路路基热调控技术与长期使用效果研究[D]. 北京: 北京交通大学, 2013.]
[11]
Zhang Zhongqiong, Wu Qingbai. Predicting changes of active layer thickness on the Qinghai-Tibet Plateau as climate warming[J]. Journal of Glaciology and Geocryology, 2012, 34(3): 505-511. [张中琼, 吴青柏. 气候变化情景下青藏高原多年冻土活动层厚度变化预测[J]. 冰川冻土, 2012, 34(3): 505-511.]
[12]
Lai Yuanming, Zhang Luxin, Niu Fujun, et al. Nonlinear thermal analysis for Qinghai-Tibet Railway embankments in cold regions[J]. Chinese Science Bulletin, 2003, 48(6): 598-604.
[13]
JTG D30-2004, Specification for Design of Highway Subgrades[S]. Beijing: China Communications Press, 2004. [JTG D30-2004, 公路路基设计规范[S]. 北京: 人民交通出版社, 2004.]
[14]
Zhu Linnan. Study of the adherent layer on different types of ground in permafrost on the Qinghai-Xizang Plateau[J]. Journal of Glaciology and Geocryology, 1988, 10(1): 8-14. [朱林楠. 高原冻土区不同下垫面的附面层研究[J]. 冰川冻土, 1988, 10(1): 8-14.]
[15]
Qin Dahe.The Comprehensive Assessment Report on Environmental Evolution in the West of China[M]. Beijing: Science Press, 2002. [秦大河. 中国西部环境演变评估综合报告[M]. 北京: 科学出版社, 2002.]
