外文及翻译-水泥土搅拌桩在基坑支护应用中存在问题的探讨

外文文献及中文翻译英文题目THEDISCUSSIONOFTHEPROBLEMINTHEHOLEEXCAVATEDFORBUILDINGFOUNDATIONSUPPORTSANDPROTECTIONSAPPLICATIONWITCHTHEWATERSOILAGITATIONPILEHAS中文题目水泥土搅拌桩在基坑支护应用中存在问题的探讨专业勘察技术与工程姓名THEDISCUSSIONOFTHEPROBLEMINTHEHOLEEXCAVATEDFORBUILDINGFOUNDATIONSUPPORTSANDPROTECTIONSAPPLICATIONWITCHTHEWATERSOILAGITATIONPILEHASABSTRACTTHEWATERSOILAGITATIONPILESERVESASTHEHOLEEXCAVATEDFORBUILDINGFOUNDATIONSUPPORTSANDPROTECTIONS,BECAUSEITSELFEXISTSFLAW,IFDOESNOTPERFORMTOSOLVE,WILLRELATETHEENTIRESUPPORTSANDPROTECTIONSTHESUCCESSORFAILURE,SERIOUSPOSSIBLYCAUSESTHEACCIDENT,MUSTBRINGTOTHEATTENTIONKEYWORDHOLEEXCAVATEDFORBUILDINGFOUNDATIONSUPPORTSANDPROTECTIONSWATERSOILAGITATIONPILE1FOREWORDAFTERWORLDWARII,THEUSFIRSTDEVELOPEDINDEPTHPUDDLEPROCESS,OURCOUNTRYINTRODUCESSUCCESSFULLYIN1977,IN1980APPLIEDOFFICIALLYINTHEPROJECTPRACTICE,AFTERMORETHAN20YEARSDEVELOPMENT,THEPROMOTION,OBTAINEDTHEWIDESPREADAPPLICATIONINOURCOUNTRYSSOFTSOILAREA,THEDEVELOPMENTISRAPIDTHEWATERSOILAGITATIONPILEUSESINTHEDEEPHOLEEXCAVATEDFORBUILDINGFOUNDATIONSUPPORTSANDPROTECTIONSFUNCTIONTHECONTINUALWALL,ALSOCALLSTHESMWLABORLAWOURCOUNTRYINTRODUCESTHISLABORLAWBYTHEBAOSHANSTEELCORPORATIONPROJECTTOTAKETHEBUILDINGENCLOSUREMOSTEARLY,AFTERWARDINNATIONALPROMOTIONTHISKINDOFLABORLAWCONSTRUCTIONDISTURBSFEW,TOSOFTGROUNDCOMPATIBLE,ANDHASTHESTRUCTURESIMPLY,TOCONSTRUCTTOTHESURROUNDINGSAFFECTS,THETIMETOBESHORTSLIGHTLY,THECONSTRUCTIONCOSTISLOW,ENVIRONMENTALPOLLUTIONSMALLANDSOONMERITS,ANDMAYMAKETHESEEPPROOFSCREENTOBEPOSSIBLETOTAKETHEBULKHEAD,THEREFORETHEDEPTHISWELCOME2WATERSOILAGITATIONPILEOUTLINESTHEWATERSOILAGITATIONPILEISBECOMESTHROUGHNEIGHBORINGCEMENTEARTHPILEJOINING,USESTHECEMENTTOTAKETHEFIRMINGAGENT,THROUGHTHESPECIALPURPOSERABBLINGMECHANISM,FORMSTHESOFTSOILANDTHECEMENTCOMPULSIONAGITATIONTHEWATERSOIL,BETWEENTHEUSECEMENTANDTHESOFTSOILPRODUCESASERIESOFPHYSICS,THECHEMICALACTION,MAKESTHEWATERSOILINTENSITYTOGROW,BECOMESTHEWATERSOILPILE,AFTERTHEHARDENING,FORMSHASCERTAININTENSITYCEMENTWALLSHAPERETAININGWALL3EXISTENCEQUESTIONSANDCORRECTIVEMEASUREHOWEVER,BECAUSEATPRESENTTHEWATERSOILAGITATIONPILESCONSTRUCTIONQUALITYISIRREGULAR,THEDIFFERENCEISVERYBIG,SOMEWHATAFFECTSTHEHOLEEXCAVATEDFORBUILDINGFOUNDATIONSECURITY,HASCREATEDSOMEACCIDENTSTHEREFORE,THISARTICLETHROUGHTHEANALYSISWATERSOILAGITATIONPILELABORLAWTHEQUESTIONWHICHEXISTSINTHEHOLEEXCAVATEDFORBUILDINGFOUNDATIONSUPPORTSANDPROTECTIONSAPPLICATION,DISCUSSESTHISTECHNICALTHEAPPLIEDRESEARCHNECESSITYANDTHEECONOMICVALUE,CEASESTHEACCIDENTTOOCCUR31COMPATIBLEQUESTIONINTHEAGITATIONPILECONSTRUCTIONPROCESS,WILLOFTENBUMPINTOWILLSTIRAFTERCERTAINDEPTH,CANNOTCONTINUETHEQUESTIONWHICHWILLSNEAK,THISMUSTINVESTIGATEITSREASONFROMTHEAGITATIONPILETHISKINDOFLABORMETHODAPPLICABLESCOPEANYSOFTSOILGROUNDTREATMENTMETHODCANONLYBEBASEDONTHISSUITABLE,NAMELYINTECHNOLOGYINFEASIBILITYANDECONOMYRATIONALITYWHENPLANCHOICE,SHOULDEMBARKFROMTHECONCRETETERM,UNIFIESEACHKINDOFLABORMETHODCHARACTERISTIC,CHOOSESTHEMOSTAPPROPRIATECRAFTSIMILARLY,THEWATERSOILAGITATIONPILEALSOHASTHEADAPTATIONPROBLEM311SOILTEXTURECONDITIONSERVICEABILITYTHEWATERSOILAGITATIONPILEISSUITABLEGENERALLYFORTHESILT,THESILTARGILLACEOUSEARTH,THESILTYSOILANDTHEWATERCONTENTISHIGH,ANDTHEGROUNDSUPPORTINGCAPACITYNORMALVALUEISNOTBIGGERTHAN120KPAGROUNDSANDSOONCOHESIVESOILWHENUSESINTHEMARLYSOILORTHEGROUNDWATERHAVECORROSIVENESS,SUITABLYDETERMINESITSSERVICEABILITYTHROUGHTHEEXPERIMENT,WHENTHEWINTERCONSTRUCTIONSHOULDPAYATTENTIONTOTHENEGATIVETEMPERATURETOPROCESSTHEEFFECTTHEINFLUENCE312LOCATIONANDENVIRONMENTSERVICEABILITYWHENWATERSOILAGITATIONPILECONSTRUCTIONDOESNOTHAVETHEVIBRATION,NOTTOHAVETHENOISE,NOTTODUMPPOLLUTANTS,NOTLATERALTOPUSHTHEEARTHTOPLANSTOCONSTRUCTAROUNDTHELOCATIONTHEBUILDINGTOBECROWDED,THEPOPULATIONLIVESTOGETHER,HASEACHKINDOFUNDERGROUNDDUCTSPLACETOBEESPECIALLYAPPROPRIATE313PROJECTTYPESERVICEABILITYBECAUSEITSINTENSITYISNOTHIGH,WHENKEEPSOFFTHETEXTUREOFSOILASTHESTRUCTUREEXCAVATIONSUPPORTSANDPROTECTIONS,HASLIMITEDTHESUPPORTSANDPROTECTIONSDEPTH,GENERALLYCANNOTSURPASS46M32WATERSOILINTENSITYQUESTIONTHEWATERSOILSINTENSITYANDTHEEARTHNATURE,THECEMENTMIXTHEQUANTITY,THECONSTRUCTIONQUALITYANDSOONRELATED,THESOILTEXTUREMORESTICKS,THEINTENSITYTOBELOWERINTHEEARTHTHEORGANICCONFRONTATIONINTENSITYALSOHASTHEVERYTREMENDOUSINFLUENCEACCORDINGTOEXPERIMENTALANALYSIS,INSILTARGILLACEOUSEARTH,WHENTHECEMENTMIXESTHEQUANTITYISSMALLERTHAN12,ITSCOMPRESSIVESTRENGTHDOESNOTSURPASS08MPA,EVENISLOWERALSOSOMEPHENOMENONWHICHISNOTEWORTHY,INTENSITYEXPLOSIVEGROWTHTHEREFOREISSUITABLETHEQUALITYEVALUATIONMETHODSHOULDBETHECORESAMPLE,ORPREPARESTHEBRIQUETTEWITHTHEACTUALSOILSAMPLEPOSTPOSITIONEDINTHESUBMARINEMAINTENANCEWATERSOILWHICHMIXESUPINTHEUSUALCOHESIVESOIL,ALLOWSCOMPRESSEDSTRESS40CA06MPA,ALLOWSTHESHEARINGSTRESSCAA50,ALLOWSTHETENSILESTRESSCA15BUTSHOULDSATISFYMPCA2THEWATERSOILSINTENSITYWASNOTHIGHHASLIMITEDITSSUPPORTSANDPROTECTIONSALTITUDEMUSTTAKESERIOUSLYTOCONSTRUCTTHEQUALITY,SHOULDUSETHESLOWADVANCEMENT,LIVESINTHEDUPLICATETWOABOVEAGITATIONWAYENLARGESTHECEMENTEARTHTOMIXINSUITABLYISCOMPARABLEJOINSRIGHTAMOUNTOUTSIDEMIXESTHEMEDICINALPREPARATION,BUTENHANCESTHEPILESHAFTINTENSITYEFFECTI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