西藏扎墨公路嘎隆拉特长隧道建设技术
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摘要
西藏扎墨(扎木—墨脱)公路嘎隆拉隧道所处建设环境极为特殊,地形、地质、地震、气象条件与其他高原寒区隧道项目相比,极具代表性。隧道的勘察设计将卫星遥感、现场勘测、室内试验、现场试验、理论分析、数值模拟以及实时监测等方法有机融合,从环境保护、生态平衡和绿色发展的理念出发,提出高海拔、高烈度地震区隧道工程冻害机制与防寒保温技术和高烈度地震区隧道工程震害及其抗震技术。所提出的现代冰川地区公路特长隧道勘察、高原寒区地层防冻及高烈度震区隧道抗震设计研究成果,对青藏高原等寒区隧道的修建具有十分重要的指导意义。
The environment is very special at Galongla extra-long tunnel of Zhamu—Motuo highway in Tibet.The terrain,geology,earthquake and meteorological conditions in this region are representative compared with other cold plateau tunnels.The survey and design of this tunnel are combined with satellite remote sensing,in-situ survey,laboratory and field tests,theoretical analysis,numerical simulation,real-time monitoring and so on.From the idea of environmental protection,ecological balance and green development,several key techniques are proposed,that is,(1) frost heave mechanism and insulation technology in cold region tunnel;and(2) earthquake damage mechanism and aseismic technology in high intensity earthquake zone.These proposed key techniques have great significance for tunnel construction in Qinghai—Tibet Plateau with modern glacier.
引文
[1]郑永来,杨林德,李文艺,等.地下结构抗震[M].上海:同济大学出版社,2005:22-23.(ZHENG Yonglai,YANG Linde,LI Wenyi,et al.Earthquake resistance of underground structures[M].Shanghai:Tongji University Press,2005:22-23.(in Chinese))
    [2]潘昌实.隧道及地下结构物抗震问题的研究概况[J].现在隧道技术,1996,32(5):7-16.(PAN Changshi.Research situation of seismicabout tunnel and underground structures[J].Modern TunnellingTechnology,1996,32(5):7-16.(in Chinese))
    [3]潘昌实.隧道地震灾害综述[J].隧道及地下工程,1990,11(2):1-9.(PAN Changshi.Review on seismic hazard about tunnels[J].Tunnelsand Underground Engineering,1990,11(2):1-9.(in Chinese))
    [4]OKAMOTO S.Introduction to earthquake engineering[M].2nd ed.Tokyo:University of Tokyo Press,1984:1-2.
    [5]王景明.1976年唐山地震地下工程震害的分布规律[J].地震学报,1980,2(3):314-320.(WANG Jingming.Distribution of undergroundseismic intensity in the epicentral area of the 1976 Tangshan earthquake[J].Acta Seismologica Sinica,1980,2(3):314-320.(in Chinese))
    [6]李天斌.汶川特大地震中山岭隧道变形破坏特征及影响因素分析[J].工程地质学报,2009,16(6):742-750.(LI Tianbin.Failurecharacteristics and influence factor analysis of mountain tunnels atepicenter zones of great Wenchuan earthquake[J].Journal ofEngineering Geology,2009,16(6):742-750.(in Chinese))
    [7]郭美贤,王洋.城市地铁车站及隧道结构的震害分析及其对策[J].广州建筑,2006,(6):24-27.(GUO Meixian,WANG Yang.Seismicdamage analysis of urban subway station and tunnel structure and theseismic damage countermeasures[J].Guangzhou Architecture,2006,(6):24-27.(in Chinese))
    [8]WANG Z Z,GAO B,JIANG Y J,et al.Investigation and assessmenton mountain tunnels and geotechnical damage after the Wenchuanearthquake[J].Science in China(Series E:Technological Sciences),2009,52(2):546-558.
    [9]WANG W L,WANG T T,SU J J,et al.Assessment of damage inmountain tunnels due to the Taiwan Chi-Chi Earthquake[J].Tunnelling andUnderground Space Technology,2001,16(3):133-150.
    [10]王文礼,苏灼谨,林峻弘,等.台湾集集大地震山岳隧道受损情形之探讨[J].现代隧道技术,2001,38(2):52-60.(WANG Wenli,SU Zhuojin,LIN Junhong,et al.Discussion on damaged extent ofmountainous tunnels due to earthquake,Taiwan[J].Modern TunnellingTechnology,2001,38(2):52-60.(in Chinese))
    [11]NAKAMURA S,YOSHIDA N,IWATATE T.Damage to DaikaiSubway Station during the 1995 Hyogoken-Nambu Earthquake and itsinvestigation[R].[S.l.]:Committee of Earthquake Engineering,JapanSociety of Civil Engineers,1996:287-295.
    [12]陈卫忠,谭贤君,于洪丹,等.低温及冻融环境下岩体热、水、力特性研究进展与思考[J].岩石力学与工程学报,2011,30(7):1318-1 336.(CHEN Weizhong,TAN Xianjun,YU Hongdan,et al.Advanceand review on thermo-hydro-mechanical characteristics of rock massunder condition of low temperature and freeze-thaw cycles[J].ChineseJournal of Rock Mechanics and Engineering,2011,30(7):1 318-1 336.(in Chinese))
    [13]NEAUPANE K M,YAMABE T,YOSHINAKA R.Simulation of afully coupled thermo-hydro-mechanical system in freezing andthawing rock[J].International Journal of Rock Mechanics and MiningSciences,1999,36(5):563-580.
    [14]NEAUPANE K M,YAMABE T.A fully coupled thermo-hydro-mechanical nonlinear model for a frozen medium[J].Computers andGeotechnics,2001,28(8):613-637.
    [15]赖远明,吴紫汪,朱元林,等.寒区隧道温度场、渗流场和应力场耦合问题的非线性分析[J].岩土工程学报,1999,21(5):529-533.(LAI Yuanming,WU Ziwang,ZHU Yuanlin,et al.Nonlinearanalyses for the couple problem of temperature,seepage and stressfields in cold region tunnels[J].Chinese Journal of Geotechnical Engineering,1999,21(5):529-533.(in Chinese))
    [16]何平,程国栋,俞祁浩,等.饱和正冻土中的水、热、力场耦合模型[J].冰川冻土,2000,22(2):135-138.(HE Ping,CHENGGuodong,YU Qihao,et al.A couple model of heat,water and stressfields of saturated soil during freezing[J].Journal of Glaciology andGeocryology,2000,22(2):135-138.(in Chinese))
    [17]陆宏轮.饱和多孔介质冻融过程的混合物连续介质理论[J].西南交通大学学报,2001,36(6):599-603.(LUHonglun.Continuumtheoryof mixture for freezing and thawing of water-saturated porous media[J].Journal of Southwest Jiaotong University,2001,36(6):599-603.(inChinese))
    [18]LI N,CHEN B,CHEN F X,et al.The coupled heat-moisture-mechanicmodel of the frozen soil[J].Cold Regions Science and Technology,2000,31(3):199-205.
    [19]陈飞熊,李宁,程国栋.饱和正冻土多孔多相介质的理论构架[J].岩土工程学报,2002,24(2):213-217.(CHEN Feixiong,LI Ning,CHENG Guodong.The theoretical frame of multi-phase porousmedium for the freezing soil[J].Chinese Journal of GeotechnicalEngineering,2002,24(2):213-217.(in Chinese))
    [20]李宁,陈波,陈飞熊.寒区复合地基的温度场、水分场与变形场三场耦合模型[J].土木工程学报,2003,36(10):66-71.(LI Ning,CHEN Bo,CHEN Feixiong.Heat-moisture-deformation coupledmodel for composite foundation in cold zone[J].China CivilEngineering Journal,2003,36(10):66-71.(in Chinese))
    [21]张学富.寒区隧道多场耦合问题的计算模型研究及其有限元分析[博士学位论文][D].兰州:中国科学院寒区与旱区环境与工程研究所,2004.(ZHANG Xuefu.Computational models study and theirfinite element analyses for the coupled problems of several fields incold regions tunnels[Ph.D.Thesis][D].Lanzhou:Cold and AridRegions Environmental and Engineering Research Institute,ChineseAcademy of Sciences,2004.(in Chinese))
    [22]徐光苗,刘泉声,张秀丽.冻结温度下岩体THM完全耦合的理论初步分析[J].岩石力学与工程学报,2004,23(21):3709-3713.(XU Guangmiao,LIU Quansheng,ZHANG Xiuli.Theoreticalanalysis of full thermo-hydro-mechanical coupling for rocks underfreezing temperature[J].Chinese Journal of Rock Mechanics andEngineering,2004,23(21):3 709-3 713.(in Chinese))
    [23]马静嵘,杨更社.软岩冻融损伤的水-热-力耦合研究初探[J].岩石力学与工程学报,2004,23(增1):4371-4377.(MAJingrong,YANGGengshe.Study on liquid-thermal-stress coupling of freezing-thawingdamage of soft rock[J].Chinese Journal of Rock Mechanics andEngineering,2004,23(Supp.1):4 371-4 377.(in Chinese))

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