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ID:36419632
大小:8.37 MB
页数:93页
时间:2019-05-10
《双孔盾构隧道近接施工离心模型试验研究》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、西南交通大学硕士学位论文双孔盾构隧道近接施工离心模型试验研究姓名:余峰申请学位级别:硕士专业:桥梁与隧道工程指导教师:蔺安林;仇文革20080601西南交通大学硕士研究生学位论文第ll页-_-l●_lI_●_l--●l-_--_-IIl_-●_I●I_lI●_-_I-l_-__●_I_I-_-__●l-●____l●l-lll_l-_-_lI_-●_l-●_●-ll-_●_●--___ll-I_l●_I-ABSTRACTTherapiddevelopmentofeconomyinChinaspeedsuptheprocess
2、ofurbanization,continuouslyexpandsthesizeofcities,populationdensi够inthecentreareaofbigcitiesandmegalopolis.Crowdedspace,trafficcongestion,slowpaceoftrafficformsaso—called”CitySyndrome”.Foralongtime,theexpansionofurbantransportation,infrastructureandcapacityofmajorc
3、itiesisbased01"1theexpansionofurbanlanduse,butgrowthinpopulationandlivingdemands,theshortageofurbanlanduse,hasbecomethefocusofcontradictions.Toachievethesustainabledevelopmentstrategy,inadditiontodevelopinhi曲-altitudearea,eyesarefocusedonthedevelopmentandutilizatio
4、nofundergroundspace,resultinginalargenumberofundergroundengineeringandapproachingconstructionoftunnels,whichwillinevitablycausecomplexrelationshipamongtheadjacenttunnels,puttingforwardstoanegativeimpactontunnelconstruction.Undergroundtunnelexcavationaremoresensitiv
5、eandvulnerabletodisturbance,whilethedesignandconstructionarealsoofnonormsorstandards,mechanicaltheoryofalltypesofapproachingexcavationconstructionsystemhasnotelaborated.AsaresulLthereinforcementandsafetymeasurearealwaysexcessivelystrict,basedonwhichtheconstructioni
6、sofmuchmoredifficulties.Onewayistoraisemanufacturingcostandislikelytowastemoney.Theotherwayistotakearisktoadaptblindcountermeasureandresultsinsafetyproblem.Asthescaleofcitycomtruetionincreasesandshieldmethodisusedcomprehensively,thestudyoninfluenceruleandcountermea
7、sureofapproachingexcavationofshieldtunnelareurgentaffairs.Herebystudyonapproachingexcavationofshieldisofurgentneeds.Thisdissertationproceedfourgroupsofcentrifugationmodeltestondifferentpositionofdoubleshieldtunnels,bymeasuringgroundsettlements,wallreekpressureandli
8、ninginternalforceofshieldtunnelindifferentconstructioncourse.Regularitiesofdistributionofgroundsettlements,wallrockpressureandlininginternalforce
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