地下结构耐久性研究现状及发展方向综述

:167320836(2005)0520804205X,,(,200092):,,:;;;:TU93:ASummaryofActualityandDevelopmentTrendoftheResearchonUndergroundStructureDurabilityPANHong2ke,YANGLin2de,TANGYong2jing(DepartmentofGeotechnicalEngineering,TongjiUniversity,Shanghai200092,China)Abstract:Intheearlyages,thedurabilityofundergroundstructureswasneglectedandscarcelystudied,sotherearefewdataaboutit.Withthefurtherexploitationofundergroundspaceandincreasinglyseverityofdurabilityproblemap2peared,manycountriesstarttoanalyzeundergroundstructuresdurabilityandcarryoutlifetimeprediction.Inthispaper,theseproblemsaresummarizedandexpatiatedasfollows:theimportanceofstudyonundergroundstructuresdurability,thestudyactualityandshortagesinthestudybothathomeandoverseasinthisfield,itsrelationwiththegroundstructuresdu2rability,theproblemsthatshouldbesolvedemphaticallyandprincipalstudydirectionsforthefuture.Itisemphasizedspe2ciallythatthestudyshouldbedonefromstructuralandmechanicallevelandfromtheangleofmulti-factorsinfluence.Thispaperaimsofdiscussion,communicationandpromotionofthestudyandunderstandingofundergroundstructuresdurabili2ty.Keywords:undergroundstructures;durability;researchactuality;developmenttrend1,,,,,,,,,,,,,15200510ChineseJournalofUndergroundSpaceandEngineeringVol.1Oct.2005X:2005203228():(19712),,,,:,,,,,,:,:()(),,,,22.11940,,Buka2020,,2060,,,,,,,,:[13];[4][5];[612];[1317],,2.2,;,,,,:,[1820];1994[21],1986[22];[23][24];1987Ja2ntzen,C.M.(PourbaixDiagram)[25];Lomax2002[26];Mogi2levskaya,S.E.[27];Es2calante,E.[28];Clarke,WilliamJ.[29];,[3032];U20[33];,80[3436];[37],,;[38];[39]60,3050820055,:,2.3,,,,,,2.3.1(1),,,(2),,,,(3),,,,,,,2.3.2(1),CO2;,,,(2),,(3),,,,(4),,(5),,33.1,,:(1),,,,,(2),,,,,,,(3),,,,,(4),,6081;,,,(5),,5c5t=D52c5x2,Dc,,,D=kt,,k,,,,,(2)(3)(4)(5),3.2,,,,:(1),,(2),(3),,,(4),,(5),,,,,,,,(6),,(7),,,,(),,4,,,,,,:[1],.70820055,:[J].,2001.4,23(2):98-102[2].[C].,2003.6[3],.[M].:,1999[4],.[J].,2000,30(5):1-5[5],,.[J].,2003,92(2):1-4[6],,.[J].(),2000.3,34(2):158-163[7].[J].,2004,171(1):58-60[8],.[J].,1999.10,21(5):99-105[9],,.[J].(),2002.11,23(6):90-94[10].[J].,2001,141(7):3-7[11],,.[J].,2000,130(8):6-10[12],.[J].,1999.9,(3):6-9[13].[J].(),2003.1,31(1):50-54[14],,.[J].,2000,(3):18-20[15],,.[J].,1997.12,29(4):355-359[16].[J].,1999,(2):23-28[17],,.BP[J].,2000.10,28(10):97-99[18]Freas,G.Craig,etc.PrecastPrestressedUndergroundFuelStorageTanksinAdak[J].ALASKA.JournalofthePrestressedConcreteInstitute,VL30,1985:52-63[19]Rollin,J.Lepers,J.Benard,P.LayingandoperatingproblemsarisingwithundergroundHVandEHVcables[J].RevueGeneraledelElectricite,1974.01,VL83:45-56[20]Schoppel,KlausStenzel,Gerhard.Rulesfordesigningundergroundcarparksinreinforcedconcrete[J].Beton-undStahlbetonbau,VL98,2003:111-122[21]Hironaga,Michihiko,etc.Establishmentofamethodforevaluatingthelong-termwater-tighnessdurabilityofundergroundconcretestructurestakingintoaccountofsomedeteriorations[R].ProceedingsoftheJapanSocietyofCivilEngineers,1994:63-72[22]Kawai,T.etc.DockConstructionworkusingnewlydevel2opedhighqualityunderwaterconcrete[R].PapersfortheInternationalConferenceonConcreteintheMarineEnvir2onment.,1986:257-267[23]James,A.N.Edworthy,K.J.EffectsofWaterInterac2tionsonEngineeringStructures[J].HydrologicalSciencesJournal,VL30:395-406[24]Su,Nan,etc.Effectofwashwaterandundergroundwateronpropertiesofconcrete[J].CementandConcreteRe2search,VL32,2002:777-782[25]Jantzen,C.M.PourbaixDiagramforthePredictionofWasteGlassDurabilityinGeologicEnvironments[R].FallmeetingoftheMaterialsResearchSociety,Boston,MA,USA,30Nov1987[26]Lomax,Rob.Cathodicprotectionsystemprotectsunderg2roundreservoir[J].WaterandWastewaterInternational,VL17,2002:23-29[27]Mogilevskaya,S.E.QuestionsofCreepandLastingStrengthofClaySoilsinConnectionwithPressureonFoundationWalls[C].CompiledandDistributedbytheNTIS,U.S.DepartmentofCommerce.1964.08[28]Escalante,E.CorrosionTestinginSoil[C].CompiledandDistributedbytheNTIS,U.S.DepartmentofCommerce.Pub.inMetalsHandbook,v13:208-2111987[29]Clarke,WilliamJ.PerformanceCharacteristicsofMi2crofineCement[J].Preprints-1984ASCEConvention[30]Suprenant,BruceA.(edit).ServiceabilityandDurabilityofConstructionMaterials[C].ProceedingsoftheFirstMa2terialsEngineeringCongress.Part2(of2),Aug13-151990:593-1364[31]Barry,D.L.MaterialDurabilityinAggressiveGround[J].Foreigntechnology,1983[32]Park,Young-Shik,etc.Strengthdeteriorationofhighstrengthconcreteinsulfateenvironment[J].CementandConcreteResearch,VL29,1999:1397-1402[33]Imbe,Masahiro,etc.Monitoringandanalysisofimple2mentedinfiltrationsystemoverpast20years[R].Pro2ceedingsoftheNinthInternationalConferenceon:UrbanDrainage,Sep8-132002:p1-13[34]Jantzen,C.M.,Ramsey,W.G.Predictionofradioac2tivewasteglassdurabilitybythe(812)80817,,FRPFRP;FRP,FRP;,,,,,,FRP,,,,,,,FRP:[1]MahmoudT.EI2MihilmyandJosephW.Tedesco,AnalysisofReinforcedConcreteBeamsStrengthenedwithFRPLami2nates[J].JournalofStructuralEngineering,June2000,684-691[2],,.[M].:,2002.1[3],.FRP[J].,20002,66-70[4],,,.[J].,20036,4-6[5]NabilF.Grace,TsuyoshiEnomoto,andKensukeYagi,BehaviorofCFCCandCFRPLeadlinePrestressingSystemsinBridgeCons