[1] Li Yong, Han Longwu, Xu Guoqi. Research on stability of embankment in permafrost regions along Qinghai-Tibet Railway and its control[J]. Journal of Glaciology and Geocryology, 2011, 33(4):880-883. [李勇, 韩龙武, 许国琪. 青藏铁路多年冻土路基稳定性及防治措施研究[J]. 冰川冻土, 33(4):880-883.][2] Sun Zhizhong, Wu Guilong, Yun Hanbo, et al. Permafrost degradation under an embankment of the Qinghai-Tibet Railway in the southern limit of permafrost[J]. Journal of Glaciology and Geocryology, 2014, 36(4):767-771. [孙志忠, 武贵龙, 贠汉伯, 等. 多年冻土南界附近青藏铁路路基下的冻土退化[J]. 冰川冻土, 2014, 36(4):767-771.][3] Wu Qingbai, Liu Yongzhi, Zhang Jianming, et al. A review of recent frozen soil engineering in permafrost regions along Qinghai-Tibet Highway, China[J]. Permafrost and Periglacial Processes, 2002, 13(3):199-205.[4] Sun Zhizhong, Ma Wei, Dang Haiming, et al. Characteristics and causes of embankment deformation for Qinghai-Tibet Railway in permafrost regions[J]. Rock and Soil Mechanics, 2013, 34(9):2267-2671. [孙志忠, 马巍, 党海明, 等. 青藏铁路多年冻土区路基变形特征及其来源[J]. 岩土力学, 2013, 34(9):2667-2671.][5] Cao Yuanbing, Sheng Yu, Wu Jichun, et al. Influence of upper boundary condations on simulated ground temperature field in permafrost regions[J]. Journal of Glaciology and Geocryology, 2014, 36(4):802-810. [曹元兵, 盛煜, 吴吉春, 等. 上边界条件对多年冻土地温场数值模拟结果的影响分析[J]. 冰川冻土, 2014, 36(4):802-810.][6] Mu Yanhu, Ma Wei, Niu Fujun, et al. Monitoring and analyzing the thermal condations of traditional embankments along the Qinghai-Tibet Railway[J]. Journal of Glaciology and Geocryology, 2014, 36(4):953-961. [穆彦虎, 马巍, 牛富俊, 等. 青藏铁路多年冻土区普通路基热状况监测分析[J]. 冰川冻土, 2014, 36(4):953-961.][7] Liu Minghao, Sun Zhizhong, Niu Fujun, et al. Variation characteristic of the permafrost along the Qinghai-Tibet Railway under the back ground of climate change[J]. Journal of Glaciology and Geocryology, 2014, 36(5):1122-1130. [刘明浩, 孙志忠, 牛富俊, 等. 气候变化背景下青藏铁路沿线多年冻土变化特征研究[J]. 冰川冻土, 2014, 36(5):1122-1130.][8] Wu Qingbai, Liu Yongzhi, Yu Hui. Analysis of the variations of permafrost under ordinary embankment along the Qinghai-Tibet Railway[J]. Journal of Glaciology and Geocryology, 2007, 29(6):960-968. [吴青柏, 刘永智, 于晖. 青藏铁路普通路基下部冻土变化分析[J]. 冰川冻土, 2007, 29(6):960-968.][9] Sheng Yu, Zhang Luxin, Yang Chengsong, et al. Application of thermal-insulation treatment to roadway engineering in permafrost regions[J]. Journal of Glaciology and Geocryology, 2002, 24(5):618-622. [盛煜, 张鲁新, 杨成松, 等. 保温处理措施在多年冻土区道路工程中的应用[J]. 冰川冻土, 2002, 24(5):618-622.][10] Wen Zhi, Sheng Yu, Ma Wei, et al. Evaluation of EPS application to embankment of Qinghai-Tibetan Railway[J]. Cold Regions Science and Technology, 2005, 41(3):235-247.[11] Wen Zhi, Sheng Yu, Ma Wei, et al. Analysis on the effect of permafrost protection by two-phase closed joint thermosyphon and insulation in permafrost regions[J]. Journal of Lanzhou University (Natural Sciences), 2006, 42(3):14-19. [温智, 盛煜, 马巍, 等. 青藏铁路保温板热棒复合结构路基保护冻土效果数值分析[J]. 兰州大学学报(自然科学版), 2006, 42(3):14-19.][12] Cheng Guodong, Lai Yuanming, Sun Zhizhong, et al. On the "thermal diode" function of crushed rock layer[J]. Journal of Glaciology and Geocryology, 2007, 29(1):1-7. [程国栋, 赖远明, 孙志忠, 等. 碎石层的"热半导体"作用[J]. 冰川冻土, 2007, 29(1):1-7.][13] 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 Geotechnical Engineering, 2012, 34(6):1043-1049. [董元宏, 赖远明, 陈武. 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.][14] Ma Wei, Wen Zhi, Sheng Yu, et al. Remedying embankment thaw settlement in a warm permafrost region with thermosyphons and crushed rock revetment[J]. Canadian Geotechnical Journal, 2012, 49(9):1005-1014.[15] Ma Wei, Liu Duan, Wu Qingbai. Monitoring and analysis of embankment deformation in permafrost regions of Qinghai-Tibet Railway[J]. Rock and Soil Mechanics, 2008, 29(3):571-579. [马巍, 刘端, 吴青柏. 青藏铁路冻土路基变形监测与分析[J]. 岩土力学, 2008, 29(3):571-579.][16] 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.][17] Niu Fujun, Zhang Jianming, Zhang Zhao. Engineering geological characteristics and evaluations of permafrost in Beiluhe testing field of Qinghai-Tibetan Railway[J]. Journal of Glaciology and Geocryology, 2002, 24(3):264-269. [牛富俊, 张建明, 张钊. 青藏铁路北麓河试验段冻土工程地质特征及评价[J]. 冰川冻土, 2002, 24(3):264-269.][18] Sheng Yu, Wen Zhi, Ma Wei. Preliminary analysis on insulation treatment of embankment at Beiluhe test section of Qinghai-Tibet Railway[J]. Chinese Journal of Rock Mechanics and Engineering, 2003, 22(S2):2659-2664. [盛煜, 温智, 马巍. 青藏铁路北麓河试验段路基保温材料处理措施初步分析[J]. 岩石力学与工程学报, 2003, 22(S2):2659-2663.][19] Zhang Mingyi, Li Shuangyang, Gao Zhihua, et al. Nonlinear analysis of the temperature field of the embankment with crushed-rock revetment and insulation along the Qinghai-Tibetan Railway[J]. Journal of Glaciology and Geocryology, 2007, 29(2):306-314. [张明义, 李双阳, 高志华, 等. 青藏铁路抛石护坡和保温材料复合路基温度场特征非线性分析[J]. 冰川冻土, 2007, 29(2):306-314.][20] 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.] |