软土地层地铁及地下构筑物抗震动力分析研究现状
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摘要
从软土的动力特性、土 结构动力相互作用、软土地基的动力反应分析和地下结构动力可靠度计算等方面 ,介绍了国内外软土地层中地下构筑物的抗震动力分析研究情况。并介绍了笔者在这方面的一些研究成果
The dynamic analyses and studies on earthquake resistance of underground structures in soft soil both at home and abroad are introduced from the aspects as dynamic characteristics of the soft soil, soil structure dynamic interaction, dynamic response of soft soil ground and calculation of dynamic reliability of underground structures. The results of study by the authors are given as well.
The dynamic analyses and studies on earthquake resistance of underground structures in soft soil both at home and abroad are introduced from the aspects as dynamic characteristics of the soft soil, soil structure dynamic interaction, dynamic response of soft soil ground and calculation of dynamic reliability of underground structures. The results of study by the authors are given as well.
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.
[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.
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