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ID:33143047
大小:18.81 MB
页数:98页
时间:2019-02-21
《城市复杂条件下双跨连拱隧道施工力学效应分析-(5572)》由会员上传分享,免费在线阅读,更多相关内容在行业资料-天天文库。
1、万方数据中国铁道科学研究院硕士学位论文Abstractrnleconstructionofcitytunnelandtherationaluseofundergroundspaceareimportantmethodtosolvethegrowingproblemofurbantrafficcongestion,slownessandotherissues.Duetothespeciallocation.citytunnelsareoftensubjecttotheplanningoflanduse,existingbuildingsandotherfactors,whichleadstod
2、ifficultytoconstruct.Undersuchsituation.double.archtunnelwouldbeanidealidea.Double.archtunnelhavemanyadvantages。suchasaconvenientchoiceofentranceandexit,avoidsubIdivisionofbridgeandtunnelline。asmoothline,savingurbanlandsandSOon.However,thespan,depth,processandforceofdouble.archtunnelareverycomplica
3、ted.Thereforetherearemanyunresolvedproblemsinconstructionanddesign.Puttingeffortsonthesafety,efficiencyandreasonabilityofbmldingdouble.archcityBlnnelisnecessary.Thepurposeofthisparristodoresearchonthekeyissuesabouttheconstructionmethods,designtheories,numericalsimulation,fieldmeasurementsandotheras
4、pectsoftullnelconstructionbysmdyingashallowdouble.archmountaintunnelinonecity,andassametimecombiningsomerelatedresearchathomeandabroad.111econclusionhasbeendrawnasfolllows:(1)Citydouble.archtunnelsareoftenhavesomefactors,suchasburieddeeply,largespan,highwaterlevels,complexforcestructureanddifficult
5、construction.Italsoneedanoverallconsiderationofgeologicalconditions,environment,constructiontechnology,duration.andeconomicfactors.MakingacorrectchoiceofallthosefactorsiSveryimportanttotheconstruction.(2)Usingofload-structuremodeltocalculatesurroundingrockpressureisagoodwaytoseetheheightofcollapse-
6、arch,whichisoftenbetweenthewholespanandhalfspan.Protodyakonov’StheoryCanbeusedtocalculatethisheight,whiletheadditionalloadisdistributedonthewholespan.(3)Undercircumstancesofshallow.buriedtunnel,using,nlethreepilotdriftmethodismoreeffectivetocontrolthesubsidenceandthestressofthemid.boardthanusingthe
7、middlepilotdriftmethod.Ifexcavatedfromlefthalftorighthalfcavern,theleftpartWOuldbeaffectedmoregreatly.(4)Intheprocessofdouble.archtunnelexcavation,themid.partitionwillbebentinalldirections.Backflllingbothsi
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