引文
[1]刘学增,滨田政则.活断层破坏在土体中传播的试验研究[J].岩土工程学报,2004,26(3):425-427.(LIU Xuezeng,HAMADA M.Experiments on rupture propagation of active faults in soil[J].Chinese Journal of Geotechnical Engineering,2004,26(3):425-427.(in Chinese))[
[2]LIU X Z,HAMADA M.Experiment,numerical simulation on earthquake fault rupture propagation through soil and its effects on pipeline[R].Tokyo:Waseda University,2002.
[3]王威,任青文.活动断裂对深埋隧洞影响的研究概述[J].地震工程与工程振动,2006,26(1):175-180.(WANG Wei,REN Qingwen.General introduction to the effect of active fault on deep tunnel[J].Earthquake Engineering and Engineering Vibration,2006,26(1):175-180.(in Chinese))
[4]朱小明,刘明.断层角度对隧道纵向稳定性影响的数值模拟[J].徐州建筑职业技术学院学报,2007,7(4):17-19.(ZHU Xiaoming,LIU Ming.Numerical simulation of influences of fault angulation on tunnel longitudinal stability[J].Journal of Xuzhou Institute of Architectural Technology,2007,7(4):17-19.(in Chinese))
[5]黄生文,司铁汉,陈文胜,等.断层对大跨度隧道围岩应力影响的有限元分析[J].岩石力学与工程学报,2006,25(增2):3 788-3 793.(HUANG Shengwen,SI Tiehan,CHEN Wensheng,et al.Finite element analysis of influence of fault on large-span tunnel surrounding rock stress[J].Chinese Journal of Rock Mechanics and Engineering,2006,25(Supp.2):3 788-3 793.(in Chinese))
[6]JEON S,KIM J S,HONG Y C.Effect of a fault and weak plane on the stability of a tunnel in rock—a scaled model test and numerical analysis[J].International Journal of Rock Mechanics and Mining Sciences,2004,41(1):658-663.
[7]ANASTASOPOULOS I,GEROLYMOS N,DROSOS V,et al.Behavior of deep immersed tunnel under combined normal fault rupture deformation and subsequent seismic shaking[J].Bulletin of Earthquake Engineering,2008,6(2):213-239.
[8]赵伯明,刘洋.断层错动对隧道的影响分析[J].华南地震,2009,29(1):33-41.(ZHAO Boming,LIU Yang.Analysis of effects of fault slip on tunnel[J].South China Journal of Seismology,2009,29(1):33-41.(in Chinese))
[9]王启耀,蒋臻蔚,彭建兵.全新活动断裂和地裂缝对公路工程的影响及对策[J].公路,2006,(2):104-108.(WANG Qiyao,JIANG Zhenwei,PEN Jianbing.Influence of recently active fault and ground rupture on highway engineering and prevention and cure measures[J].Highway,2006,(2):104-108.(in Chinese))
[10]范文,邓龙胜,彭建兵,等.地铁隧道穿越地裂缝带的物理模型试验研究[J].岩石力学与工程学报,2008,27(9):1 917-1 923.(FAN Wen,DENG Longsheng,PENG Jianbing,et al.Research on physical experiment of metro tunnel crossing ground fissure belt[J].Chinese Journal of Rock Mechanics and Engineering,2008,27(9):1 917-1 923.(in Chinese))
[11]张成航.西安地铁隧道穿越地裂缝的模型试验研究[硕士学位论文][D].西安:长安大学,2008.(ZHANG Chenghang.Research on physical model experiment of Xi?an metro tunnel crossing ground fissure[M.S.Thesis][D].Xi?an:Chang?an University,2008.(in Chinese))
[12]黄强兵,彭建兵,门玉明,等.地裂缝对地铁明挖整体式衬砌隧道影响机制的模型试验研究[J].岩石力学与工程学报,2008,27(11):2 324-2 331.(HUANG Qiangbing,PENG Jianbing,MEN Yuming,et al.Model test study on effect of ground fissure on open-cut metro tunnel with integral lining[J].Chinese Journal of Rock Mechanics and Engineering,2008,27(11):2 324-2 331.(in Chinese))
[13]GREGOR T,GARROD B,YOUNG D.Analyses of underground structures crossing an active fault in Coronado,California[C]//Proceedings of the World Tunnel Congress 2007 and the 33rd ITA/AITES Annual General Assembly:Underground Space.[S.l.]:[s.n.],2007:445-450.
[14]林铭郎,钟春富,吴杰佑,等.活动断层错动引致土壤与结构互制灾害[J].福建地质,2010,29(增1):127-128.(LIN Minglang,ZHONG Chunfu,WU Jieyou,et al.The hazard associated with soil structure interaction induced by active faulting[J].Geology of Fujian,2010,29(Supp.1):127-128.(in Chinese))
[15]LIN M L,CHUNG C F,JENG F S,et al.The deformation of overburden soil induced by thrust faulting and its impact on underground tunnels[J].Engineering Geology,2007,92(3/4):110-132.
[16]中华人民共和国行业标准编写组.JGJ D70—2004公路隧道设计规范[S].北京:人民交通出版社,2004.(The Professional Standards Compilation Group of People?s Republic of China.JGJ D70—2004 Code for design of highway tunnel[S].Beijing:China Communications Press,2004.(in Chinese))
[17]汪成兵,付艳斌,叶飞.隧道工程模型试验研究进展[J].现代隧道技术,2006,(增1):720-723.(WANG Chengbing,FU Yanbin,YE Fei.Progress of tunnel model experiment research[J].Modern Tunnelling Technology,2006,(Supp.1):720-723.(in Chinese))
[18]王戍平.破碎围岩隧道的模拟试验研究[博士学位论文][D].杭州:浙江大学,2004.(WANG Shuping.Model test study on the tunnel within cracked surrounding rocks[Ph.D.Thesis][D].Hangzhou:Zhejiang University,2004.(in Chinese))