[1] Yu Qihao, Liu Houjian, Qian Jin, et al. Research on frozen engineering of problem analysis of Qinghai-Tibet 500 kV DC power transmission line[J]. Chinese Journal of Engineering Geophysics, 2009, 6(6):806-812.[俞祁浩, 刘厚建, 钱进, 等. 青藏直流联网工程±500 kV输电线路的工程问题分析[J]. 工程地球物理学报, 2009, 6(6):806-812.] [2] 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):572-579.[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):572-579.] [3] Liu Houjian, Cheng Dongxing, Yu Qihao, et al. Study on frozen soil engineering problems and countermeasures of high altitude transmission lines[J]. Geotechnical Investigation and Surveying, 2009(4):32-36.[刘厚健, 程东幸, 俞祁浩, 等. 高海拔输电线路的冻土工程问题及对策研究[J]. 工程勘察, 2009(4):32-36.] [4] Ding Jingkang. Study on the application of thermal pile technology in frozen soil region[D]. Lanzhou:China Railway Northwest Research Institute, 2002.[丁靖康. 冻土地区热桩技术应用研究[D]. 兰州:中铁西北研究院, 2002.] [5] Heuer C E. The application of heat pipes on the Trans-Alaska pipeline[C]. CRREL Special Report, 1979:26-79. [6] Denhartog S L. A thermosyph on for horizontal applications[J]. Cold Regions Sciences and Technology, 1988, 17(15):319-321. [7] Smith L B, Graham J P, Nixon J F, et al. Thermal analysis of forced-air and thermosyphon cooling systems for the Inuvik airport expansion[J]. Canadian Geotechnical Journal, 1991, 28(3):399-409. [8] Cheng Guodong, Wu Qingbo, Ma Wei. Engineering effect of active cooling subgrade of Qinghai-Tibet Railway[J]. Science in China:Series E Technological Sciences, 2009, 39(1):16-22.[程国栋, 吴青柏, 马巍. 青藏铁路主动冷却路基的工程效果[J]. 中国科学:E辑 技术科学2009, 39(1):16-22.] [9] Li Yongqiang. Analysis of the actual measurement result of the thermal probes in Fenghuoshan area on Qinghai-Tibet Plateau[J]. Chinese Journal of Rock Mechanics and Engineering, 2003, 22 (Suppl 2):2669-2672.[李永强. 热棒在青藏高原风火山地区的实测效果分析[J]. 岩石力学与工程学报, 2003, 22(增刊2):2669-2672.] [10] Zhou Yong, Dong Xianfu, Zhang Bo, et al. Experimental study on cooling effect of thermal pipe in frozen soil subgrade of Chaidaer-Muli Railway[J]. Journal of Glaciology and Geocryology, 2009, 31(4):688-694.[周勇, 董献付, 张波, 等. 柴达尔-木里铁路冻土路基热棒冷却效果的试验研究[J]. 冰川冻土, 2009, 31(4):688-694.] [11] Pan Weidong, Zhao Suchang, Xu Weize, et al. Application of thermal probe to enhance thermal stability of roadbed in plateau permafrost areas[J]. Journal of Glaciology and Geocryology, 2003, 25(4):433-438.[潘卫东, 赵肃菖, 徐伟泽, 等. 热棒技术加强高原冻土区路基热稳定性的应用研究[J]. 冰川冻土, 2003, 25(4):433-438.] [12] Pan Weidong, Lian Fengyu, Deng Hongyan, et al. Application principle and prospect of thermal-probe technique in cold region engineering[J]. Chinese Journal of Rock Mechanics and Engineering, 2003, 22(Suppl 2):2673-2676.[潘卫东, 连逢愈, 邓宏艳, 等. 寒区工程中热棒技术的应用原理和前景[J]. 岩石力学与工程学报, 2003, 22(增刊2):2673-2676.] [13] Biyan ov G F, Makarow V I. Characteristics of construction of frozen dams in Western Yakutiya[C]. Proceedings of the Third International Conference on Permafrost. Ottawa, Ontario KIAORG, Canada, 1978:779-785. [14] Guo Chunxiang, Wu Yaping, Dong Sheng, et al. Three dimensional nonlinear finite element analysis of cooling effect of thermal pipe embankment[J]. Journal of Central South University:2014, 45(Suppl 1):202-207.[郭春香, 吴亚平, 董晟, 等. 热棒填土路基降温效果的三维非线性有限元分析[J]. 中南大学学报, 2014, 45(增刊1):202-207.] [15] Li Yongqiang. Influences of diameter of thermal probes on effect of decreasing earth temperature and producing cold quantity along Qinghai-Tibet Railway in permafrost area[J]. Journal of Geotechnical Engineering, 2011, 33(Suppl 1):510-515.[李永强. 青藏铁路多年冻土区热棒直径对降温效果和产冷量的影响分析[J]. 岩土工程学报, 2011, 33(增刊1):510-515.] [16] Wu Junjie, Ma Wei, Sun Zhizhong, et al. Evaluating cooling effect of two-phase closed thermosyphon by estimated heat budget[J]. Journal of Glaciology and Geocryology, 2010, 32(1):106-115.[武俊杰, 马巍, 孙志忠, 等. 用估算热收支的方法评价热制冷效果[J]. 冰川冻土, 2010, 32(1):106-115.] [17] Wang Shuangjie. Research on highway subgrade stability and prediction technology in plateau permafrost regions[D]. Nanjing:Southeast University, 2005.[汪双杰. 高原多年冻土区公路路基稳定及预测技术研究[D]. 南京:东南大学, 2005.] [18] Sheng Yu, Wen Zhi, Ma Wei, et al. Three-dimensional nonlinear analysis of thermal regime of the two-phase closed thermosyphon closed thermosyphon embankment of Qinghai-Tibet railway[J]. Journal of the China Railway Society, 2006, 28(1):125-130.[盛煜, 温智, 马巍, 等. 青藏铁路多年冻土区热棒路基温度场三维非线性分析[J]. 铁道学报, 2006, 28(1):125-130.] [19] Jiang Daijun, Wang Xu, Liu Deren, et al. Experimental study on stability of thermal pile foundation of transmission tower in permafrost foundation of Qinghai-Tibet Railway[J]. Chinese Journal of Rock Mechanics and Engineering, 2014, 33(Suppl 3):4258-4263.[蒋代军, 王旭, 刘德仁, 等. 青藏铁路多年冻土地基输电塔热棒桩基稳定性试验研究[J]. 岩石力学与工程学报, 2014, 33(增刊3):4258-4263.] [20] Sun Wen, Wu Yaping, Guo Chunxiang, et al. Influences of two-phase closed thermosyphon on permafrost roadbed stability[J]. China Journal of Highway and Transport, 2009, 22(5):15-19.[孙文, 吴亚平, 郭春香, 等. 热棒对多年冻土路基稳定性的影响[J]. 中国公路学报, 2009, 22(5):15-19.] [21] The Professional Standards Compilation Group of the People's Republic of China. JGJ118-2011 the designing criterion of the foundations in permafrost regions[S]. Beijing:China Architecture and Building Press, 2011.[中华人民共和国行业标准编写组. JGJ118-2011冻土地区建筑地基基础设计规范[S]. 北京:中国建筑出版社, 2011.] [22] Guo Chunxiang, Yang Fanjie, Wu Yaping, et al. Influences of concrete hydration heat on the melting and refreezing processes of surrounding rock of tunnels in the permafrost region[J]. Journal of the China Railway Society, 2011, 33(11):106-110.[郭春香, 杨凡杰, 吴亚平, 等. 混凝土水化热对寒区隧道围岩融化及回冻过程的影响[J]. 铁道学报, 2011, 33(11):106-110.] [23] Wu Yaping, Guo Chunxiang, Zhao Shiyun, et al. Influence of casting temperature of single pile on temperature field of ground in permafrost of Qinghai-Xizang Plateau[J]. Journal of the China Railway Society, 2004, 26(6):81-85.[吴亚平, 郭春香, 赵世运, 等. 青藏高原冻土区灌注桩入模温度对地温场的影响分析[J]. 铁道学报, 2004, 26(6):81-85.] [24] Jia Yanmin, Tian Haiqi, Guo Hongyu. Study on the influence of hydration heat and initial casting temperature on the refreezing process of bored pile[J]. Engineering Mechanics, 2011, 28(1):44-47.[贾艳敏, 田海旗, 郭红雨. 水化热及入模温度对灌注桩回冻过程影响的研究[J]. 工程力学, 2011, 28(1):44-47.] |