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两种增压式真空预压加固天津吹填粘土试验研究(英文) Title:ExperimentalStudyonTwoTypesofPressurizedVacuumPreloadingReinforcementofTianjinBlown-inClay Abstract: Inrecentyears,preloadinghasbecomeaneffectivemethodforimprovingtheconsolidationandsettlementcharacteristicsofsoftsoils.Amongvariouspreloadingmethods,pressurizedvacuumpreloadinghasgainedattentionduetoitsefficiencyandeffectiveness.Thisresearchaimstoinvestigateandcomparetheperformanceoftwotypesofpressurizedvacuumpreloadingtechniques,namely,theexternalpressurizedvacuumpreloadingandinternalpressurizedvacuumpreloading,inreinforcingTianjinblown-inclay. Keywords:pressurizedvacuumpreloading,externalpreloading,internalpreloading,clay,settlementimprovement 1.Introduction Softsoils,suchasclay,posesignificantchallengesforconstructionprojectsduetotheirlowstrengthandhighcompressibility.Tomitigatethepotentialnegativeimpactsofsettlementonstructures,variousgroundimprovementtechniqueshavebeendeveloped.Preloadingisonesuchmethodthatreducesthetime-dependentsettlementofsoftsoils.Pressurizedvacuumpreloadingisaspecificapplicationofpreloadingthatinvolvesapplyingavacuumtothesoiltoenhanceconsolidationandacceleratesettlement. 2.LiteratureReview Thissectionwillreviewtheexistingliteratureonpressurizedvacuumpreloadinganditsapplications.Additionally,previousstudiesontheuseofpressurizedvacuumpreloadinginclaysoilswillbeexamined,focusingonrelevantfindingsandmethodologies. 3.ExperimentalMethods Themainobjectiveofthisresearchistocomparetheperformanceoftwotypesofpressurizedvacuumpreloadingtechniques,namely,externalandinternalpreloading.Theexperimentalsetupwillconsistoftwooedometercells,simulatingtheexternalandinternalpressurizedvacuumpreloadingconditions,respectively.TheclaysamplewillbeobtainedfromtheTianjinregion,knownforitsblown-inclaydeposit.Keyparameterssuchasvacuumpressure,preloadduration,andsoilmoisturecontentwillbecarefullycontrolledintheexperiments. 4.ResultsandDiscussion Thissectionwillpresentandanalyzetheresultsobtainedfromtheexperimentalstudy.Keyparameters,suchass

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