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))