参考文献/References:
[1] LalouiL,NuthM,VullietL.Experimentalandnumerical
investigationsofthebehaviourofaheatexchangerpile[J].
InternationalJournalforNumericalandAnalyticalMethodsin
Geomechanics,2006,30(8):763-781.
[2] 刘汉龙,孔纲强,吴宏伟,等.能量桩工程应用研究进展
及PCC能量桩技术开发[J].岩土工程学报,2014,36
(1):176-181.
[3] QuickH,MeissnerS,MichaelJ,etal.Innovativefounda-
tionsystemsforhigh-risebuildings[C]//The1stIntelligent
BuildingMiddleEastConference.[s.l]:[s.n],2005.
[4] PahudD,HubbuchM.Measuredthermalperformancesofthe
energypilesystem ofthedockmidfieldatZurichAirport
[C]//ProceedingsEuropeanGeothermalCongress.[s.l]:
[s.n],2007.
[5] MorinoK,OkaT.Studyonheatexchangedinsoilbycircu-
latingwaterinasteelpile[J].EnergyandBuildings,1994,
21(1):65-78.
[6] PahudD,FromentinA,HadomJC.Theductgroundheat
storagemodel(DST)forTRNSYSusedforthesimulationof
heatexchangerpiles[C]//LaboratoireSystemesEnergetiques
(LASEN),Lausanne:[s.n],1996.
[7] LalouiL,NuthM,VullietL.Experimentalandnumerical
investigationsofthebehaviorofaheatexchangerpile[J].
InternationalJournalforNumericalandAnalyticalMethodsin
Geomechanics,2006,30(8):763-781.
[8] HamadaY,SaitohH,NakamuraM,etal.Fieldperfor-
manceofanpileGHEsystemforspaceheating[J].Energy
andBuildings,2007,39(5):517-524.
[9] 张文克.桩埋管地热换热器的传热模型研究[D].济南:
山东建筑大学,2009.
[10] RosenbergJE.Centrifugemodelingofsoilstructureinterac-
tioninthermo-activefoundations[D].Boulder:University
ofColoradoatBoulder,2010.
[11] KnellwolfC,PeronH,LalouiL.Geotechnicalanalysisof
heatexchangerpiles[J].JournalofGeotechnicaland
GeoenvironmentalEngineering,2011,137(10):890-902.
[12] 刘干斌,范思婷,叶俊能,等.温控动三轴试验装置的
研制及应用[J].岩石力学与工程学报,2015,34(7):
1345-1352.
[13] KarthigeyanS,RamakrishnaVVGST,RajagopalK.Influ-
enceofverticalloadonthelateralresponseofpilesinsand
[J].ComputersandGeotechnics,2006,33(2):121-131.
[14] MrouehH,ShahrourI.Numericalanalysisoftheresponse
ofbatteredpilestoinclinedpulloutloads[J].International
JournalforNumericalandAnalyticalMethodsinGeome-
chanics,2009,33(10):1277-1288.
[15] 任文峰,王星华,陈剑华.软土地区PHC管桩承载力试
验研究[J].水利与建筑工程学报,2012,10(1):60-63.
[16] 海彬,侍克斌,周峰.浅析钻孔扩底灌注桩在深厚
软基中承载力的稳定验算[J].水利与建筑工程学报,
2009,7(1):
115-116.
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