[1] Assur A. Some promising trends in ice mechanics[M]//Physics and Mechanics of Ice. Berlin, Germany: Springer-Verlag, 1980: 1-15.[2] Zhou Youwu, Guo Dongxin, Qiu Guoqing, et al. Geocryology in China[M]. Beijing: Science Press, 2000. [周幼吾, 郭东信, 邱国庆, 等. 中国冻土[M]. 北京: 科学出版社, 2000.][3] Wang Shuangjie, Chen Jianbing, Zhang Jinzhao, et al. Development of highway constructing technology in the permafrost regions on the Qinghai-Tibet Plateau[J]. Science in China (Series E: Technological Sciences), 2009, 52(2): 497-506.[4] Cheng Guodong, Sun Zhizhong, Niu Fujun. Application of the roadbed cooling approach in Qinghai-Tibet railway engineering[J]. Cold Regions Science and Technology, 2008, 53: 241-258.[5] 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.][6] Qin Dahe. The Comprehensive Valuating Report on the Environment Evolvement in West China[M]. Beijing: Science Press, 2002. [秦大河. 中国西部环境特征及其演变[M]. 北京: 科学出版社, 2002.][7] Zhang Jinzhao, Huo Ming, Chen Jianbing. Highway Embankment Stability Technology Problem and Countermeasure in Permafrost Regions[M]. Beijing: China Communications Press, 2008. [章金钊, 霍明, 陈建兵. 多年冻土地区公路路基稳定性技术问题与对策[M]. 北京: 科学出版社, 2008.][8] Wen Zhi, Sheng Yu, Ma Wei, et al. Evaluation of application of the insulation to embankment in Qinghai-Tibetan Railway[J]. Journal of Glaciology and Geocryology, 2005, 27(5): 694-700. [温智, 盛煜, 马巍, 等. 保温法在青藏铁路路基工程中应用的适用性评价[J]. 冰川冻土, 2005, 27(5): 694-700.][9] Jin Long, Wang Shuangjie, Chen Jianbing. Study on the height effect of highway embankments in permafrost regions[J]. Cold Regions Science and Technology, 2012, 83/84: 122-130.[10] Ding Jingkang, Hao Guisheng. The critical value of mean annual air temperature: An important factor for designing the critical height of embankment in permafrost regions of the Tibetan Plateau[J]. Journal of Glaciology and Geocryology, 2000, 22(4): 333-339. [丁靖康, 郝贵生. 年平均气温临界值: 设计青藏高原多年冻土区路堤临界高度的一个重要因素[J]. 冰川冻土, 2000, 22(4): 333-339.][11] Ma Wei, Cheng Guodong, Wu Qingbai. Preliminary study on technology of cooling foundation in permafrost regions[J]. Journal of Glaciology and Geocryology, 2002, 24(5): 579-587. [马巍, 程国栋, 吴青柏. 多年冻土地区主动冷却地基方法研究[J]. 冰川冻土, 2002, 24(5): 579-587.][12] Wang Shuangjie, Chen Jianbing, Li Xianhu. The highway construction technology in permafrost regions: Research and engineering practice[J]. Journal of Glaciology and Geocryology, 2009, 31(2): 384-392. [汪双杰, 陈建兵, 李仙虎. 多年冻土地区公路修筑技术研究与工程实践[J]. 冰川冻土, 2009, 31(2): 384-392.][13] Esch D. Roadway embankment on warm permafrost problems and remedial treatments[C]//Proceedings of 5th International Conference on Permafrost: Vol.2. Trondheim, Norway: Tapir Publishers, 1988: 1223-1228.[14] Rooney J W. Rock fill embankment applications for convective foundation cooling on the BAM railway system[C]//Proceeding of 5th International Symposium on Cold Region Development, Anchorage, AK, 1997: 399-402.[15] Sun Zhizhong, Ma Wei, Li Dongqing. In situ test on cooling effectiveness of air convection embankment with crushed rock lope protection in permafrost regions[J]. Journal of Cold Regions Engineering, 2005, 19(2): 38-51.[16] 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): 33-39. [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): 33-39.][17] Wang Shuangjie, Huang Xiaoming, Chen Jianbing, et al.Research on frozen subgrade cooling by non-power heat pipe[J]. Journal of Highway and Transportation Research and Development, 2005, 22(3): 1-4. [汪双杰, 黄晓明, 陈建兵, 等. 无动力热棒冷却冻土路基研究[J]. 公路交通科技, 2005, 22(3): 1-4.][18] Ma Wei, Cheng Guodong, Wu Qingbai. Construction on permafrost foundations: Lessons learned from the Qinghai-Tibet railroad[J]. Cold Regions Science and Technology, 2009, 59(1): 3-11.[19] Chen Jianbing, Liu Zhiyun, Jin Long. Maximum design height of Qinghai-Tibetan highway embankment[J]. Journal of Xi'an University of Science and Technology, 2012, 32(2): 198-203. [陈建兵, 刘志云, 金龙. 青藏公路冻土路基最大设计高度研究[J]. 西安科技大学学报, 2012, 32(2): 198-203.][20] Chen Jianbing, Wang Shuangjie, Zhang Jinzhao, et al.The space effect and constructing technology for the Qinghai-Tibetan Highway in permafrost regions[J]. Highway, 2008(5): 1-9. [陈建兵, 汪双杰, 章金钊, 等. 青藏公路空间效应与多年冻土区公路修筑技术[J]. 公路, 2008(5): 1-9.][21] Yu Qihao, Pan Xicai, Cheng Guodong, et al.Heat transfer process of roadway embankments with different type and width of road surface in permafrost regions[J]. Progress in Natural Science, 2007, 17(3): 314-319. [俞祁浩, 程国栋, 何乃武, 等. 不同路面和幅宽条件下冻土路基传热过程研究[J]. 自然科学进展, 2006, 16(11): 1482-1486.][22] Song Yi, Jin Long, Zhang Jinzhao. In-situ study on cooling characteristics of two-phase closed thermosyphon embankment of Qinghai-Tibet Highway in permafrost regions[J]. Cold Regions Science and Technology, 2013, 93: 12-19.[23] Jin Long. Study on Cooling Effect and Design Method of Thermosyphon Embankment in Permafrost Regions[D]. Lanzhou: Cold and Arid Regions Environmental and Engineering Research Institute, Chinese Academy of Sciences, 2013. [金龙. 多年冻土区热管路基降温效能分析与设计方法研究[D]. 兰州: 中国科学院寒区旱区环境与工程研究所, 2013.][24] Wang Shuangjie, Chen Jianbing. Nonlinear analysis for dimensional effects of temperature field of highway embankment in permafrost regions on Qinghai-Tibet Plateau[J]. Chinese Journal of Geotechnical Engineering, 2008, 10(10): 1544-1549. [汪双杰, 陈建兵. 青藏高原多年冻土路基温度场公路空间效应的非线性分析[J]. 岩土工程学报, 2008, 10(10): 1544-1549.][25] Fu Jin, Ma Junyi, Yuan Kun. Study on replacing road with bridge in warm and ice-rich permafrost regions along Qinghai-Tibet Highway[J]. Subgrade Engineering, 2013(4): 62-65. [符进, 马君毅, 袁堃. 青藏公路高温高含冰量多年冻土地区以桥代路工程研究[J]. 路基工程, 2013(4): 62-65.][26] Mi Weijun, Li Yong, Shi Gangqiang, et al.Study on stability of bridge pile foundation in permafrost area along Qinghai-Tibet Railway[J]. Journal of Railway Engineering Society, 2010(9): 15-19. [米维军, 李勇, 石刚强, 等. 青藏铁路多年冻土桥梁桩基稳定性探讨[J]. 铁道工程学报, 2010(9): 15-19.][27] Zhang Jinzhao, Zhou Yanjun, Zhou Gang. Study on the refrozen time of bridge pile ground along the Qinghai-Tibet Highway in permafrost regions[J]. Highway, 2010(1): 33-38. [章金钊, 周彦军, 周纲. 青藏公路多年冻土地区桥梁桩基地基回冻时间的探讨[J]. 公路, 2010(1): 33-38.][28] Wang Shuangjie, Chen Jianbing, Huang Xiaoming. Numerical simulation of cooling effect for heat pipe subgrade[J]. Journal of Traffic and Transportation Engineering, 2005, 5(3): 41-46. [汪双杰, 陈建兵, 黄晓明. 热棒路基降温效应的数值模拟[J]. 交通运输工程学报, 2005, 5(3): 41-46.][29] Ma Wei, Wu Qingbai, Cheng Guodong. Analyses of the temperature fields within an air convective embankment of crushed rock structure along the Qinghai-Tibet Railway[J]. Journal of Glaciology and Geocryology, 2006, 28(4): 586-596. [马巍, 吴青柏, 程国栋. 青藏铁路块石气冷结构路堤下冻土温度场变化分析[J]. 冰川冻土, 2006, 28(4): 586-596.][30] 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): 303-309. [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): 303-309.][31] Wu Zhijian, Ma Wei, Sheng Yu, et al.Cooling effectiveness analysis of the vent-pipe, cast-detritus and heat preservation material on protecting embankment in permafrost regions[J]. Rock and Soil Mechanics, 2005, 26(8): 1288-1294. [吴志坚, 马巍, 盛煜, 等. 通风管、 抛碎石和保温材料保护冻土路堤的工程效果分析[J]. 岩土力学, 2005, 26(8): 1288-1294.][32] Yu Qihao, Qian Jin, Gu Wei, et al.Analysis on experiments of the temperature controlled ventilated embankment of the Qinghai-Tibet Railway[J]. Journal of the China Railway Society, 2009, 31(6): 63-69. [俞祁浩, 钱进, 谷伟, 等. 青藏铁路自动温控通风试验路基观测结果分析[J]. 铁道学报, 2009, 31(6): 63-69.] |