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ID:37348843
大小:3.78 MB
页数:130页
时间:2019-05-22
《真空联合堆载预压加固软基试验及理论研究》由会员上传分享,免费在线阅读,更多相关内容在学术论文-天天文库。
1、浙江大学博士学位论文真空联合堆载预压加固软基试验及理论研究姓名:金小荣申请学位级别:博士专业:岩土工程指导教师:龚晓南;俞建霖20070101浙江大学博士学位论文AbstractVacuumpreloadingandvacuum-surchargepreloadingareeffectivemethodstoimprovesoftfoundation.Inrecentyears,thesemethodwasextensivelyusedtotreatsoftclaygroundsuchasharbo
2、ryard,airport,electricpowerplant,expresshighway,highwayatbridge-headandetc.Therehavebeengreatdeepdevelopmentsofimprovementmechanism,constructiontechniquesanddesigntheory,whereasthedevelopmentoftheoryforvacuumpreloadingandvacuum-surchargepreloadinghasla
3、ggedbehindalottheengineeringpractice.ManyproblemssuchasthedifferencebetweenVacuumpreloadingandsurchargepreloading,thefeasibilityofsoftclay谢thconfinedwaterbyvacuumpreloading.theruleofundergroundwaterduringvacuumpreloading,thestabibilityofvacuum—surcharg
4、epreloading,theenvironmenteffectofvacuumpreloading.itscontrolmethodandctcstillexist.Thisstatushaslimitedthemoreandmoreapplicationanddevelopmentofthesetwomethods,whichlargelyprovokesmorebothacademicandengineeringresearchersathomeandabroad.Basedontheform
5、erresearchers’achievement.thisdissertationfocusedonthemechanismandtheoryofvacuumpreloadingandvacuum-surchargepreloadingthroughlaboratorytest.fieldexperimentandtheoreticalstudy.nemainaspectsofthisdissertationwerestudiedasfollows:1.BasedontheimprovedRowe
6、’Sconsolidationapparatus,thelaboratorytestsofvacuumpreloading,surchargepreloadingandvacuum-surchargepreloadingwereconduced.2.Fieldexperimentofsoftground诵tllconfinedwateratGangwan220kVWasperformed.n圮resultsshowedthatit'ssafeandeconomicthatthetechnologyo
7、f'tearingmembrane'wascombinedwimthe'non-tearingmembrane’whiledrivingPVDs.n忙mainsettlementscouldbeeliminatedeffectivelybyvacuum-surchargepreloadingatsoftfoundationwitllconfinedwater,thedegreeofconsolidationoftotalsoftsoilwas83%andthatpredictionpost-cons
8、tructionwhichwouldlastformorethan100yearswasacceptable.3.Accordingtotheprincipleofequalityofdegreeofconsolidation,basedonthenegativepressuredistributionpatternoftwiceexponentialdecay,theformulaofequalityforsanddrainswasdeduced.Thesoluti
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