动力打入钢管桩中的土塞研究现状
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摘要
对开口钢管桩在打入过程中形成土塞的闭塞效应理论判断方法、影响土塞长度的因素、土塞的力学机制以及有关土塞模型与计算方法等研究成果进行了系统的回顾、总结 ,并指出存在的问题 ,进而提出还需要解决的重要问题 ,为进行这方面应用与研究的人们提供参考
Studies on soil plug in driving open-ended steel pipe pile were reviewed and summarized in this paper, which include the theory judging method of soil plugging effect, the height of soil plug, the mechanism of soil plug, the model of soil plug and the analysis method for soil plug. In the meantime, some important questions need to solve were put forwards,too.
Studies on soil plug in driving open-ended steel pipe pile were reviewed and summarized in this paper, which include the theory judging method of soil plugging effect, the height of soil plug, the mechanism of soil plug, the model of soil plug and the analysis method for soil plug. In the meantime, some important questions need to solve were put forwards,too.
引文
[1] API .RecommendedPracticeforPlanning,DesigningandConstructingFixedOffshorePlatforms-LoadandResistanceFactorDesign.1993
[2] 林天健,熊厚金,王利群,等.桩基础设计指南.北京:中国建筑工业出版社.1999
[3] 宰金璋,朱光裕.开口钢管桩土塞的机理与性状研究.见:桩基技术新进展学术讨论会论文集.杭州:浙江大学出版社,1991
[4] 李乐铭、尚玉华.大直径钢管桩垂直承载力的试验研究.见:交通部三航局科研所科技成果论文集.上海:同济大学出版社,1990
[5] SmithIM ,ToP ,WillsonSM .PluggingofPipePiles.In:3 rdIntConfNumericalMethodsinOffshorePiling.Nantes.1986.53-73
[6] RandolphMF .ModellingoftheSoilPlugResponseDuringPileDriving.In:9thSEAsianGeotechnicalConf.,Bangkok:1987,2:6.1-6.14
[7] 俞振全.钢管桩的设计与施工.北京:地震出版社,1993
[8] NishidaY ,SekiguchiH ,MatsumotoT .DrivabilityofSteelPipePilesintoDiatomaceousMudstoneintheConstructionofNotojimaBrigde.In:OnPenetrabilityandDrivabilityofPiles.SanFran cisco:1985,1:187-190
[9] MotoyamaS ,TsujiH ,MiyabayashiH .LoadingTestsonSteelPipePilesoftheKansaiInternationalAirportAccessBridge.Tsuchi-to-Kiso.1988,36(7):23-28
[10] PaikowskySG ,WhitmanRV .TheEffectsofPluggingonPilePerformanceandDesign.CanadaGeotechJ,1990,27:429-440
[11] BrucyF ,MeunierJ,NauroyJF .BehaviorofPilePluginSandySoilsDuringandAfterDuring.In:23 rdOffshoreTechnologyConference,OTC 6541,1991.145-154
[12] NicolaA ,DeandRandolphMF .ThePluggingBehaviorofDrivenandJackedPilesinSand.In:Geotechnique,1997,47(4):841-856
[13] 宰金珉,宰金璋.高层建筑基础分析与设计.北京:中国建筑工业出版社,1993
[14] 陆昭球,高倚山,宋铭栋.关于开口钢管桩工作性状的几点认识.岩土工程学报,1999,21(1):111-114
[15] RainesRD ,SicilianoRJ ,HydenAM .PileDrivingExperienceiBassStraitCalcareousSoils.In:Conf.CalcareousSediments,Perth,1:173-181
[16] TatsunoriM ,MasatakaT .EffectsofSoilPlugonBehaviorofDrivenPipePiles,SoilsandFoundations.In:JapaneseSocietyofSoilMechanicsandFoundationEngineering,1991,31(2):14-34
[17] KishidaH .ModelTestsonUltimateBearingCapacityofOpenPilesInstalledinSand.In:MinistryofConstruction,Inst.OfBuildingResearch,1967
[18] KishidaH .TheUltimateBearingCapacityofOpenPilesinSand.In:3 rdAsianRegionalConferenceonSMFE ,Haifa,1967,1:601-604
[19] MariusJMes.在砂土或粉土地层中桩的打入可能性是无法预测的.见:波动理论在桩基工程中的应用专题译文集.海洋石油,1978(4):246-251
[20] PerryMG ,HandleyMF .TheDynamicArchinFree-GlowingGranularMaterialDischargingfromaModelHopper.In:Trans.In st.ChemEngrs,1967,45:367-371
[21] KishidaH ,IsemotoN .BehaviorofSandPlugsinOpen-EndedSteelPipePiles.In:9thIntConfSoilMech.,Tokyo:1977,1:601-604
[22] PaikowskySG .AStaticEvaluationofSoilPlugBehaviorwithApplicationtothePilePluggingProblem.In:Sc.D .Thesis,MIT 1989
[23] PaikowskySG .TheMechanismofPilePlugginginSand.In:22 ndOffshoreTechnologyConference,OTC 6490,Houston,Texas:1990.593-604
[24] RandolphMF ,LeongEC ,HoulsbyGT .OneDimensionalAnalysisofSoilPlugsinPipePiles.Geotechnique,1991,41(4):587-598
[25] StevensRF ,WiltsieEA ,TurtonTH .EvaluatingPileDrivabilityforHardClay,VeryDenseSand,andRock.In:14 thOffshoreTech nologyConference,OTC 4205,Houston,Texas:1982.465-481
[26] 陈波,闫澍旺,李家钢,等.动力沉桩中土塞作用数值分析.天津大学学报,2001,34(5):636-640
[27] HeeremaEP ,JongA .AnAdvancedWaveEquationComputerProgramWhichSimulatesDynamicPluggingThroughaCoupledMass-SpringSystem.In:Conf.OnNumericalMethodsinOff shorePiling,London,Ice,1980.37-42
[28] SmithIM ,ChowYK .Three-DimensionalAnalysisofPileDriveabilityIn:the2 ndInt.Conf.OnNumericalMethodsinOffshorePiling,1982.1-19
[29] SimonsHA .ATheoreticalStudyofPileDriving.In:Ph.D .Thesis,Cambridge,UK
[30] RandolphMF ,SimonsHA .AnImprovedSoilModelforoneDimensionalPileDrivingAnalysis.In:the3 ndIntConfOnNu mericalMethods.InOffshorePiling.Nantes1986.1-17
[31] MurffJD ,RainesRDandRandolphMF .SoilPlugBehaviorofPilesinSand.In:22 ndOffshoreTechnologyConference,OTC6421,Houston,Texas,1990.25-32
[2] 林天健,熊厚金,王利群,等.桩基础设计指南.北京:中国建筑工业出版社.1999
[3] 宰金璋,朱光裕.开口钢管桩土塞的机理与性状研究.见:桩基技术新进展学术讨论会论文集.杭州:浙江大学出版社,1991
[4] 李乐铭、尚玉华.大直径钢管桩垂直承载力的试验研究.见:交通部三航局科研所科技成果论文集.上海:同济大学出版社,1990
[5] SmithIM ,ToP ,WillsonSM .PluggingofPipePiles.In:3 rdIntConfNumericalMethodsinOffshorePiling.Nantes.1986.53-73
[6] RandolphMF .ModellingoftheSoilPlugResponseDuringPileDriving.In:9thSEAsianGeotechnicalConf.,Bangkok:1987,2:6.1-6.14
[7] 俞振全.钢管桩的设计与施工.北京:地震出版社,1993
[8] NishidaY ,SekiguchiH ,MatsumotoT .DrivabilityofSteelPipePilesintoDiatomaceousMudstoneintheConstructionofNotojimaBrigde.In:OnPenetrabilityandDrivabilityofPiles.SanFran cisco:1985,1:187-190
[9] MotoyamaS ,TsujiH ,MiyabayashiH .LoadingTestsonSteelPipePilesoftheKansaiInternationalAirportAccessBridge.Tsuchi-to-Kiso.1988,36(7):23-28
[10] PaikowskySG ,WhitmanRV .TheEffectsofPluggingonPilePerformanceandDesign.CanadaGeotechJ,1990,27:429-440
[11] BrucyF ,MeunierJ,NauroyJF .BehaviorofPilePluginSandySoilsDuringandAfterDuring.In:23 rdOffshoreTechnologyConference,OTC 6541,1991.145-154
[12] NicolaA ,DeandRandolphMF .ThePluggingBehaviorofDrivenandJackedPilesinSand.In:Geotechnique,1997,47(4):841-856
[13] 宰金珉,宰金璋.高层建筑基础分析与设计.北京:中国建筑工业出版社,1993
[14] 陆昭球,高倚山,宋铭栋.关于开口钢管桩工作性状的几点认识.岩土工程学报,1999,21(1):111-114
[15] RainesRD ,SicilianoRJ ,HydenAM .PileDrivingExperienceiBassStraitCalcareousSoils.In:Conf.CalcareousSediments,Perth,1:173-181
[16] TatsunoriM ,MasatakaT .EffectsofSoilPlugonBehaviorofDrivenPipePiles,SoilsandFoundations.In:JapaneseSocietyofSoilMechanicsandFoundationEngineering,1991,31(2):14-34
[17] KishidaH .ModelTestsonUltimateBearingCapacityofOpenPilesInstalledinSand.In:MinistryofConstruction,Inst.OfBuildingResearch,1967
[18] KishidaH .TheUltimateBearingCapacityofOpenPilesinSand.In:3 rdAsianRegionalConferenceonSMFE ,Haifa,1967,1:601-604
[19] MariusJMes.在砂土或粉土地层中桩的打入可能性是无法预测的.见:波动理论在桩基工程中的应用专题译文集.海洋石油,1978(4):246-251
[20] PerryMG ,HandleyMF .TheDynamicArchinFree-GlowingGranularMaterialDischargingfromaModelHopper.In:Trans.In st.ChemEngrs,1967,45:367-371
[21] KishidaH ,IsemotoN .BehaviorofSandPlugsinOpen-EndedSteelPipePiles.In:9thIntConfSoilMech.,Tokyo:1977,1:601-604
[22] PaikowskySG .AStaticEvaluationofSoilPlugBehaviorwithApplicationtothePilePluggingProblem.In:Sc.D .Thesis,MIT 1989
[23] PaikowskySG .TheMechanismofPilePlugginginSand.In:22 ndOffshoreTechnologyConference,OTC 6490,Houston,Texas:1990.593-604
[24] RandolphMF ,LeongEC ,HoulsbyGT .OneDimensionalAnalysisofSoilPlugsinPipePiles.Geotechnique,1991,41(4):587-598
[25] StevensRF ,WiltsieEA ,TurtonTH .EvaluatingPileDrivabilityforHardClay,VeryDenseSand,andRock.In:14 thOffshoreTech nologyConference,OTC 4205,Houston,Texas:1982.465-481
[26] 陈波,闫澍旺,李家钢,等.动力沉桩中土塞作用数值分析.天津大学学报,2001,34(5):636-640
[27] HeeremaEP ,JongA .AnAdvancedWaveEquationComputerProgramWhichSimulatesDynamicPluggingThroughaCoupledMass-SpringSystem.In:Conf.OnNumericalMethodsinOff shorePiling,London,Ice,1980.37-42
[28] SmithIM ,ChowYK .Three-DimensionalAnalysisofPileDriveabilityIn:the2 ndInt.Conf.OnNumericalMethodsinOffshorePiling,1982.1-19
[29] SimonsHA .ATheoreticalStudyofPileDriving.In:Ph.D .Thesis,Cambridge,UK
[30] RandolphMF ,SimonsHA .AnImprovedSoilModelforoneDimensionalPileDrivingAnalysis.In:the3 ndIntConfOnNu mericalMethods.InOffshorePiling.Nantes1986.1-17
[31] MurffJD ,RainesRDandRandolphMF .SoilPlugBehaviorofPilesinSand.In:22 ndOffshoreTechnologyConference,OTC6421,Houston,Texas,1990.25-32
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