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青藏铁路路基防护技术研究现状与展望
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摘要
铁路路基防护技术是多年冻土区铁路工程建设的重要研究方面。本文简要介绍了青藏铁路多年冻土路基出现的病害问题,重点综述近10年来在通风管、块石护坡、热棒等7种铁路路基防护技术的研究现状,总结了当前青藏铁路路基防护技术研究中亟待重点研究和解决的问题,并对今后铁路路基防护技术研究的趋势和方向进行了分析和展望,该成果为川藏铁路、中俄高速铁路等建设中多年冻土路基防护措施提供了借鉴和参考。
It is the extremely important research aspect of protection technology of railway roadbed with the railway construction in permafrost regions.A brief introduction is provided on permafrost roadbed defects of Qinghai-Tilbet Railway.The recent progress and status on the research of protection technology of railway roadbed is reviewed emphatically,including ventilation pipe,crushed rock revetment,thermosyphon and so on.Then the urgent and major facing problems in the research field of protection technology of railway roadbed are summarized and the future research trends and directions are presented.The results can provide a reference for protection measures of railway roadbed construction such as the Sichuan-Tibet railway,ChinaRussia High Speed Railway.
引文
[1]周幼吾,邱国庆,郭东信,等.中国冻土[M].北京:科学出版社,2000.Zhou Youwu,Qiu Guoqing,Guo Dongxin,et al.China permafrost[M].Beijing:China Science Press,2000.
    [2]孙永福.青藏铁路多年冻土工程的研究与实践[J].冰川冻土,2005(2):0153-0162.Sun Yongfu.Permafrost engineering in the Qinghai-Tibet railway:research and practice[J].Journal of Glaciology and Geocryology,2005(2):0153-0162.
    [3]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(5):579-577.Ma wei,Cheng Guodong,Wu Qingbai.Preliminary study on technology of cooling foundation in permafrost regions[J].Journal of Glaciology and Geocryology,2002(5):579-577.
    [4]程国栋.用冷却路基的方法修建青藏铁路[J].中国铁道科学,2003(3):1-4.Cheng Guodong.Construction of Qinghai-Tibet railway with cooled roadbed[J].China Railway Science,2003(3):1-4.
    [5]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(3):571-579.Ma Wei,Liu Rui,Wu Qingbai.Monitoring and analysis of embankment deformation in permafrost regions of Qinghai-Tibet railway[J].Rock and Soil Mechanics,2008(3):571-579.
    [6]李宁,魏庆朝,葛建军.青藏铁路热棒路基结构形式及工作状态分析[J].北京交通大学学报,2006(4):22-25.Li Ning,Wei Qingchao,Ge Jianjun.Structure type and work state study on heat pipe subgrade of Qinghai-Tibet railway[J].Journal of Beijing Jiaotong University,2006(4):22-25.
    [7]马巍,余邵水,吴青柏,等.青藏高原多年冻土区冷却路基技术现场实效监测研究[J].岩石力学与工程学报,2006(3):563-572.Ma Wei,Yu Shaoshui,Wu Qingbai,et al.Study on in-site monitoring technology of cooling roadbed in permafrost regions of Qinghai tibet plateau[J].Chinese Journal of Rock Mechanics and Engineering,2006(3):563-572.
    [8]曹元平.青藏铁路保护多年冻土路基结构的措施研究[J].铁道工程学报,2008(8):0010-0014.Cao Yuanping.Research on the permafrost structure of protection measures along Qinghai-Tibet railway[J].Journal of Railway Engineering Society,2008(8):0010-0014.
    [9]胡明鉴,汪稔,葛修润,等.透壁通风管对青藏铁路路基的冷却效果试验初探[J].岩石力学与工程学报,2004(24):4195-4399.Hu Mingjian,Wang Ren,Ge Xiurun,et al.An experimental study on cooling effect of the perforated ventilation press on Qinghai-Tibet railway roadbed.[J].Chinese Journal of Rock Mechanics and Engineering,2004(24):4195-4399.
    [10]牛富俊,程国栋,李建军,等.多年冻土区管道通风路基温度边界条件及温度场实测研究[J].冰川冻土,2006(3):0380-0389.Niu Fujun,Cheng Guodong,Li Jianjun,et al.Experimental study on the thermal boundary conditions and temperature fields of duct-ventilated embankment in permafrost regions[J].Journal of Glaciology and Geocryology,2006(3):0380-0389.
    [11]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(1):16-22.Cheng Guodong,Wu Qingbai,Ma Wei.The engineering effect of active cooling roadbed of the Qinghai-Tibet railway[J].Science in China:Series E,2009(1):16-22.
    [12]喻文兵,赖远明,张学富,等.多年冻土区道碴、通风管结构铁路路基室内试验研究[J].岩土工程学报,2003(4):436-440.Yu Wenbing,lai Yuanming,Zhang Xuefu,et al.Laboratory experiment study on the ballast and ventilated railway embankment in permafrost regions[J].Chinese Journal of Geotechnical Engineering,2003(4):436-440.
    [13]刘琦,孙斌祥,徐学祖,等.透壁通风管路堤降温效应的室内试验研究[J].岩土工程学报,2006(9):1153-1158.Liu Qi,Sun Binxiang,Xu Xuezu,et al.Investigation of laboratory tests on cooling effect of embankments with perforated ventilation pipes[J].Chinese Journal of Geotechnical Engineering,2006(9):1153-1158.
    [14]章金钊,孙斌祥,刘琦,等.透壁通风管路堤土体蒸发降温的试验研究[J].岩土力学,2011(6):1813-1818.Zhang Jinzhao,Sun Binxiang,Liu Qi,et al.Laboratory investigation on water evaporative cooling effect in embankment with perforated ventilation pipe[J].Rock and Soil Mechanics,2011(6):1813-1818.
    [15]杨丽君,孙斌祥,王伟,等.表面条件对透壁通风管碎石路堤降温效果的影响[J].岩土力学,2013(10):2945-2954.Yang Lijun,Sun Bingxiang,Wang Wei,et al.Impact of top boundaries on cooling effect of crushed rock embankment embedded a perforated ventilation pipe[J].Rock and Soil Mechanics,2013(10):2945-2954.
    [16]蒋富强,杨永鹏.青藏高原多年冻土区通风管路基传热规律研究[J].铁道工程学报,2008(11):027-030.Jiang Fuqiang,Yang Yongpeng.Research on the heat transfer law of ventilation pipeline embankment in permafrost regions of Qinghai-Tibet plateau[J].Journal of Railway Engineering Society,2008(11):027-030.
    [17]杨丽君,孙斌祥,王伟,等.寒区路堤通风管的自然通风能力[J].中国公路学报,2008(4):25-29.Yang Lijun,Sun Binxiang,Wang Wei,et al.Natural ventilation capability of ventilation duct of embankment in permafrost region[J].China Journal of Highway and Transport,2008(4):25-29.
    [18]杨丽君,孙斌祥,杨秋伟,等.加装采风口增强通风管路堤的降温效果[J].土木建筑与环境工程,2011(1):87-92.Yang Lijun,Sun Binxiang,Yang Qiuwei,et al.Cooling capability of duct-ventilated highway embankment enhanced by self-windward vent[J].Journal of Civil,Architectural&Environmental Engineering,2011(1):87-92.
    [19]李宁,全晓娟,李国玉.冻土通风管路基的温度场分析与设计原则探讨[J].土木工程学报,2005(2):081-086.Li Ning,Quan Xiaojuan,Li Guoyu.Approach on temperature field analysis and design principle of bed for ventilating pipeline in frozen soil[J].china Civil Engineering Journal,2005(2):081-086.
    [20]孙红,葛修润,章金钊,等.通风管路基的调温机理[J].公路交通科技,2013(5):19-23.Sun Hong,Ge Xiurun,Zhang Jinzhao,et al.Temperature adjustment mechanism of ventilation pipeline embankment[J].Journal of Highway and Transportation Research and Development,2013(5):19-23.
    [21]孙志忠,马巍,李东庆.青藏高原多年冻土区碎石护坡降温作用及效果分析[J].冰川冻土,2007(2):292-298.Sun Zhizhomng,Ma Wei,Li Dongqing.Cooling effect of crushed rock revetment in permafrost regions[J].Journal of Glaciology and Geocryology,2007(2):292-298.
    [22]赖远明,张明义,喻文兵,等.边界条件对碎石层降温效果及机理的影响[J].冰川冻土,2005(2):163-168.Lai Yuanming,Zhang Mingyi,Yu Wenbing,et al.The influence of boundary conditions on the cooling effect and mechanism of ripped-rock layers[J].Journal of Glaciology and Geocryology,2005(2):163-168.
    [23]刘争平.青藏铁路碎石护坡路基长期效果分析[J].铁道建筑,2014(10):69-72.Liu Zhengping.Analysis on long-term effects of rubble slope embankment on Qinghai-Tibet railway[J].Railway Engineering,2014(10):69-72.
    [24]孙斌祥,徐学祖,赖远明,等.基于对流降温效应的青藏铁路碎石护坡层厚度研究[J].铁道学报,2005(4):096-103.Sun Bingxiang,Xu Xuezu,Lai Yuanming,et al.Study on thickness of Qinghai-Tibet railway fractured-rock revetment layer on the basis of convection cooling effect[J].Journal of the China Railway Society,2005(4):096-103.
    [25]孙斌祥,徐学祖,赖远明,等.碎石粒径对寒区路堤自然对流降温效应的影响[J].岩土工程学报,2004(6):809-814.Sun Bingxiang,Xu Xuezu,Lai Yuanming,et al.Impact of ballast grain sizes on natural convection cooling effect of embankment in permafrost regions[J].Chinese Journal of Geotechnical Engineering,2004(6):809-814.
    [26]徐学祖,孙斌祥,刘琪,等.碎石铺设位置及粒径对路基降温效果影响的室内试验[J].岩土工程学报,2005(3):254-257.Xu Xuezu,Sun Binxiang,Liu Qi,et al.Laboratory experiment on the influence of paving location and diameter on the cooling effect of ballast embankment[J].Chinese Journal of Geotechnical Engineering,2005(3):254-257.
    [27]武小鹏,王小军,刘保升.青藏铁路片石层表面开放与封闭的片石气冷—碎石护坡组合路基降温效果试验研究[J].中国铁道科学,2008(3):13-17.Wu Xiaopeng,Wang Xiaojun,Liu Baosheng.Test study on the cooling effect of air-cooled riprap-crushed-rock revetment embankment subgrade under opened and closed surface of rock layer on Qinghai-tibet railway[J].China Railway Science,2008(3):13-17.
    [28]侯彦东,吴青柏·孙志忠,等.青藏铁路碎石护坡—热管复合措施的补强效果研究[J].冰川冻土,2015(1):118-125.Hou Yandong,Wu Qingbai,Sun Zhizhong,et al.The coupled reinforcing effect of crushed rock slope protection and thermosyphons in Qinghai-Tibet railway[J].Journal of Glaciology and Geocryology,2015(1):118-125.
    [29]何平,程国栋,马巍,等.块石通风性能实验研究[J].岩土工程学报,2006(6):789-793.He Ping,Cheng Guodong,Ma Wei,et al.Researches on ventilation properties of block stones layer[J].Chinese Journal of Geotechnical Engineering,2006(6):789-793.
    [30]孙志忠,马巍,李东庆.冻土区块石护坡路基调温效果试验研究[J].岩土力学,2006(11),2001-2004.Sun Zhizhong,Ma Wei,Li DongQing.Study of adjusting temperature effect of ripped-rock in-situ[J].Rock and Soil Mechanics,2006(11),2001-2004.
    [31]李国玉,李宁,康佳梅.青藏铁路冻土区开放块石护坡路基降温机制研究[J].岩石力学与工程学报,2007(S1):3161-3169.Li Guoyu,Li Ning,Kang Jiamei.Study on cooling mechanism of embankment with crushed-stone side-slope along Qinghai-Tibet railway in permafrost region[J].Chinese Journal of Rock Mechanics and Engineering,2007(S1):3161-3169.
    [32]吴青柏,崔巍,刘永智.U型块石路基结构对多年冻土的降温作用[J].冰川冻土,2010(3):532-537.Wu Qingbai,Cui Wei,Liu Yongzhi.The Cooling effect of u-type crushed rock embankment on permafrost[J].Journal of Glaciology and Geocryology,2010(3):532-537.
    [33]全晓娟,李宁,李国玉.冻土地区一种新型抛石护坡路基的研究[J].岩石力学与工程学报,2006(8):1645-1652.Quan Xiaojuan,Li Ning,Li Guoyu.Study on embankment with new-type rock revetment in permafrost regions[J].Chinese Journal of Rock Mechanics and Engineering,2006(8):1645-1652.
    [34]王小军,韩文峰,蒋富强,等.青藏铁路片石通风试验路基沉降与普通路基裂缝解剖分析[J].岩石力学与工程学报,2006(9):1904-1911.Wang Xiaojun,Han Wenfeng,Jiang Fuqiang,et al.Discussion and analysis settlement of rubble ventilation embankment and crack of ordinary embankment in permafrost regions[J].Chinese Journal of Rock Mechanics and Engineering,2006(9):1904-1911.
    [35]魏静,许兆义,包黎明,等.青藏铁路片石气冷护坡措施实体工程试验研究[J].岩石力学与工程学报,2006(5):1062-1068.Wei Jing,Xu Zhaoyi,Bao Liming,et al.Experimental study on air-cooling embankment with rubble slope protection along Qinghai-Tibet railway[J].Chinese Journal of Rock Mechanics and Engineering,2006(5):1062-1068.
    [36]徐学祖,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(1):101-105.Xu Xuezu,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(1):101-105.
    [37]王春雷,谢强,胡启军,等.片石护道结构对冻土路基抗冻融安全性影响分析[J].水文地质工程地质,2007,(3):79-81.
    [38]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(24):4212-4220.Lai Yuanming,Zhang Luxin,Zhang Shujuan,et al.Adjusting temperature distribution under the North and south slope of roadbed by the rippled-rock revetment in permafrost regions[J].Chinese Journal of Rock Mechanics and Engineering,2004(24):4212-4220.
    [39]樊凯,章金钊,刘戈,等.多年冻土地区遮阳板路基应用效果分析[J].公路交通科技(应用技术版),2008,(2):55-60.
    [40]俞祁浩,潘喜才,程国栋,等.多年冻土区路基边坡遮阳板降温过程试验研究[J].冰川冻土,2007(2):299-305.Yu Qihao,Pan Xicai,Cheng Guodong,et al.Experimental study on the cooling process of shading board put on an embankment slope in permafrost regions[J].Journal of Glaciology and Geocryology,2007(2):299-305.
    [41]石磊,李宁,李国玉,等.多年冻土区路堤边坡上遮阳板的稳定性分析[J].冰川冻土,2007(6):986-991.Shi Lei,Li Ning,Li Guoyu,et al.Stability analysis of the awning in road engineering in permafrost regions[J].Journal of Glaciology and Geocryology,2007(6):986-991.
    [42]冯文杰,马巍,牛永红.路基边坡遮阳板下风速变化模拟计算探讨[J].冰川冻土,2009(1):106-112.Feng Wenjie,Ma Wei,Niu Yonghong.Simulative analysis of the wind speed variation under the awning of an embankment side-slope[J].Journal of Glaciology and Geocryology,2009(1):106-112.
    [43]李国玉,李宁,马巍.高温冻土区新型复合护坡降温机制研究[J].岩土力学,2010(1):165-173.Li Guoyu,Li Ning,Ma Wei.Cooling effects and mechanisms of crushed rock protective slopes combined with shading board on embankment in warm permafrost regions[J].Rock and Soil Mechanics,2010(1):165-173.
    [44]李宁,康佳梅,全晓娟.高温冻土区一种新型路基护坡的冷却机理研究[J].岩土工程学报,2007(3):425-429.Li Ning,Kang Jiamei,Quan Xiaojuan.Study on cooling mechanism of a new type ripped-stone embankment in high temperature area[J].Chinese Journal of Geotechnical Engineering,2007(3):425-429.
    [45]杨永平,魏庆朝,周顺华,等.热管技术及其在多年冻土工程中的应用研究[J].岩土工程学报,2005(6):698-706.Yang Yongping,Wei Qing chao,Zhou Shunhua,et al.Thermosyphon technology and its application in permafrost[J].Chinese Journal of Geotechnical Engineering,2005(6):698-706.
    [46]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(4):433-438.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(4):433-438.
    [47]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(自然科学版),2014(1):202-207.Guo Chunxiang,Wu Yaping,Dong Sheng,et al.Three-dimensional nonlinear numerical analysis of cooling effect of thermosyphon on filling subgrade[J].Journal of Central South University(Science and Technology),2014(1):202-207.
    [48]刘锟,蔡汉成,李奋.热棒群在多年冻土区隧道浅埋段防护中的应用[J].铁道工程学报,2013(9):60-64.Liu Kun,Cai Hancheng,Li Fen.Application of thermal probe group in protection of shallow section of tunnel in permafrost area[J].Journal of Railway Engineering Society,2013(9):60-64.
    [49]李永强,吴志坚,王引生,等.青藏铁路冻土路基热棒应用效果试验研究[J].中国铁道科学,2008(6):6-11.Li Yongqiang,Wu Zhijian,Wang Yinsheng,et al.Test study on the application effect of the thermal pipes on the roadbed in the permafrost region along Qinghai-Tibet railway[J].China Railway Science,2008(6):6-11.
    [50]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,2006(3):14-19.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 Science),2006(3):14-19.
    [51]樊凯,俞祁浩,袁堃,等.发卡式热棒—隔热层复合路基在多年冻土区应用研究[J].施工技术,2012(17):53-57.Fan Kai,Qi Yuhao,Yuan Fang,et al.Research on application of hairpin-shaped thermosyphon and thermal insulation composite embankment in permafrost regions[J].Construction Technology,2012(17):53-57.
    [52]肖建章,赖远明,张学富,等.青藏铁路早桥的三维温度特性分析[J].冰川冻土,2004(4):426-434.Xiao Jianzhang,Lai Yuanming,Zhang Xuefu,et al.Three-dimensional temperature character analysis of the land bridge on the Qinghai-Tibet railway[J].Journal of Glaciology and Geocryology,2004(4):426-434.
    [53]夏利江,周国庆,刘宇翼,等.青藏铁路旱桥桥面遮阳对桥下及周边冻土太阳辐射影响[J].地球科学进展,2014(3):380-387.Xia Lijiang,Zhou Guoqing,Liu Yuyi,et al.Effects of sunshine-shield of Qinghai-Tibet railway Land Bridge on the Solar Radiation of Under Bridge and Surrounding Permafrost[J].Advances in Earth Science,2014(3):380-387.
    [54]王建州,李生生,周国庆,等.冻土上限下移条件下高温冻土桩基承载力分析[J].岩石力学与工程学报,2006(S2):4226-4232.Wang Jianzhou,Li Shengsheng,Zhou Guoqing,et al.Analysis of bearing capacity of pipe foundation in high temperature permafrost regions with permafrost table descending[J].Chinese Journal of Rock Mechanics and Engineering,2006(S2):4226-4232.
    [55]苏谦,王迅,刘深.青藏铁路新型路基保温材料应用试验研究[J].西南交通大学学报,2007(4):395-399.Su Qian,Wang Xun,Liu Shen.In-situ test on engineering application of new thermal-insulation materials in Qinghai-Tibet railway subgrade[J].Journal of Southwest Jiaotong University,2007(4):395-399.

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