引文
[1] TakashiMatsudaetal.Astudyondamageofundergroundsubwaystructuresduringthe1995hyogokennanbuearthquake,Geotech nicalengineeringinrecoveryfromurbanearthquakedisaster,KIG from’97.339-348.
[2] SusumuNakamuraetal.Investigation,analysisandrestorationofcoolapseddaikaisubwaystationduringthe1995hyogokennanbuearthquake,Geotechnicalengineeringinrecoveryfromurbanearthquakedisaster,KiG forum’97.367-376.
[3] 夏明耀软土隧道的抗震设计计算[J]隧道工程,19841,pp.1-7.
[4] HardinBD ,DrnevichVP .Shearmodulusanddampinginsoils:measurementandparametereffects[J].journaloftheSoilMe chanicsandFoundationEngineeringDivision,1972,98(6):603~624.
[5] MasingG .Eigenspannungenundverfestigungbeimmssingproceedings[M].SecondInternationalCongressofAppliedMechanics,1926.332~335.
[6] PrevostJH ,CatherineMK .Shearstress straincurvegenerationfromsimplematerialparameters[J].JGeotechnicalEngineering,1967,34(3):11~19.
[7] PykeR .Nonlinearsoilmodelsforirregularcyclicloading[J].JGED ,1979,105(6):715~726.
[8] 王志良,王余庆,韩清宇不规则循环剪切荷载作用下土的粘弹性模型[J]岩土工程学报,1980,2(3):10~20.
[9] IwanWD .Onaclassofmodelsfortheyieldingbehaviorofcontinuousandcompositesystem[J].ASME ,1967,34(3):21~33.
[10] SeedHB ,IdissIM .Pore waterpressurechangesduringsoilliquefaction[J].JGED ,1976,102(4):323~346.
[11] IshiharaK .Undraineddeformationandliquefactionofsandundercyclicstress[J].SoilandFoundation,1975,15(1):13~28.
[12] 汪闻韵饱和砂土振动孔隙水压力试验研究[J]水利学报,1962(2):37~49.
[13] MardinGB ,FinnWDL ,SeedHB .Fundamentalsofliquefactionudnercyclicloading[J].JGED ,1975,101(5):423~438.
[14] YoudTi.Densificationandshearofsandduringvibration[J].JSMFED ,1970,96(3):863~880.
[15] 何广讷土工的若干新理论研究与应用[M]北京:水利水电出版社,1994.12~28.
[16] 谢定义,张建民饱和砂土瞬态动力学特性与机理分析[M]西安:陕西科学技术出版社,19953~10.
[17] Seed,H .B .,etal,ClayStrengthunderEarthquakeLoadingCondition,JournaloftheSoilMethinksandFoundationDivision.ASCE ,92.SMZ ,March,1966.
[18] 石兆吉,郁寿松塘沽新港地区震陷计算分析[J],土木工程学报,1989年11月第21卷第4期.
[19] 郁寿松,石兆吉,等上海地铁隧道震陷的计算分析[J]地震工程与工程振动1986年3月6卷1期.
[20] PrevostJH .MathematicalModelingof5MonotonicandCyclicUntrainedClayBehavior[J].IntJforNumericalandAnalyticalMethodsinGeomech,1997,1:195-216.
[21] wangJianhua,YaoMinglun.ElastoptasticAnalysisonCyclicBehaviorBehaviorofSaturatedsoftClay.In:Proceedingsof10thAsianRegionalConferenceonSoilMechanicsandFoundationEngineering.Beijing:Int.AcademicPublishers,1995.103~106.
[22] 周健,屠洪权地下水位上升与震陷[A]结构与地基国际学术研讨会论文集[C].1994.
[23] Ghaboussi,Dikmen.Liquefactionanalysisofhorizontallylayeredsands[J].JGED ,1978,104(3):341~356.
[24] 徐志英,沈珠江地震液化的有效应力二维动力分析方法[J]华东水利学院学报,1981,9(3):1~14.
[25] 徐志英,周健土坝地震孔隙水压力产生、扩散和消散的三维动力分析[J]地震工程和工程振动,1985,5(4):57~72.
[26] Zienkiewicz.Soilsandothersaturatedmediaundertransientdynamicconditions[A].In:PandaGN ,ZienkiewiczOC ,des.SoilMechanicsTransientandCyclicLoading[C].London:JohnWileyandSon,1982.1~28.
[27] 朱位秋随机振动[M]北京:科学出版社,1992200~250.
[28] 周健,王前信地下管道随机反应及动力可靠性分析[J]土木工程学报1993,8.
[29] 曾心传,秦小军土层对地震的随机反应分析[J]地震工程与工程抗震1998,327~39.
[30] 何慧莉结构自振频率的统计特性及拱坝的动力可靠度[D]南京:河海大学,1994.
[31] 刘汉龙,陆兆臻,钱家欢土石坝非线性随机反应及动力可靠性分析[J]河海大学学报,1996,24(3):105~109.
[32] 谢康和,周健岩土工程有限元分析理论与应用[M]北京:科学出版社,2002.