城市复杂条件下双跨连拱隧道施工力学效应分析-(5572)

城市复杂条件下双跨连拱隧道施工力学效应分析-(5572)

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)_第1页
城市复杂条件下双跨连拱隧道施工力学效应分析-(5572)_第2页
城市复杂条件下双跨连拱隧道施工力学效应分析-(5572)_第3页
城市复杂条件下双跨连拱隧道施工力学效应分析-(5572)_第4页
城市复杂条件下双跨连拱隧道施工力学效应分析-(5572)_第5页
资源描述:

《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

当前文档最多预览五页,下载文档查看全文

此文档下载收益归作者所有

当前文档最多预览五页,下载文档查看全文
温馨提示:
1. 部分包含数学公式或PPT动画的文件,查看预览时可能会显示错乱或异常,文件下载后无此问题,请放心下载。
2. 本文档由用户上传,版权归属用户,天天文库负责整理代发布。如果您对本文档版权有争议请及时联系客服。
3. 下载前请仔细阅读文档内容,确认文档内容符合您的需求后进行下载,若出现内容与标题不符可向本站投诉处理。
4. 下载文档时可能由于网络波动等原因无法下载或下载错误,付费完成后未能成功下载的用户请联系客服处理。