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ID:33213575
大小:17.35 MB
页数:89页
时间:2019-02-22
《高地应力软岩隧道施工期时空效应与初期支护选型分析-(6269)》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ABSTRACTABSTRACTABSTRACT:Recently,tunnelsinsoftrockwithhighground-stressappearfrequentlyamongtherailwayandroadtunnelengineeringsunderconstructioninourcountry.Problems,suchaslargedeformation,supportingdamage,etc,seriouslyaffectthenormalconstructionoftheset
2、unnels.OnthebackgroundoftheconstructionofDaliangtunnelinLXS.7ofLanzhou.XinjiangdoublelineRailway,thetime-spaceeffectandselectionofsteelframefortunnelsinsoftrockWithhighground-stressweremainlydiscussed.Themainworkandtheresultswereasfollows:1.Basedontheconstruc
3、tionofDaliangtunnel,engineeringpropertiesoftunnelswithweaksurroundingrocksinhighground-stressregionwereresearchedbyseveralaspects.Characteristicsoflargedeformationinthesetunnelswereillustratedandextrusionindexforthequantitativeanalysisofitwasintroduced.2.UseA
4、NSYS/FLAC3DnumericalanalysissoftwaretosimulateexcavationprocessofDaliangtunnel,analysethetemporalandspatialeffectofthesetunnels.Besidessupportingstructureinternalforce,contrastsurroundingrockplasticdeformationrange,heterotaxyofdifferentsequenceofexcavation.3.
5、OnthebackgroundoftheconstructionofDaliangtunnel,thedifferentapplicationeffectofsteelframeandsteelgridflameinhighground—stressregionweremainlydiscussed.TheDaliangtunnelistakenastheexperimentalsectioninwhichthesectionsteelandsteel咖dof20metersinlengtharesetrespe
6、ctively.Themaincomparisonincludedthesettlementoftunnelcrownandarchfoot,hofizonmlconvergence,surroundingrockpressure,stressofinitialsupportingsteelframework,etc.Bypracticeprovingthatmultiplesupportrunseffectively.4.Accordingtothesurroundingrock-supportcharacte
7、risticcurvetheory,differentformsoftunnelsupportswithvariedstiffnesswereappliedtothetunnel,andtheirdeformationmechanismsandmechanicalresponseswerealsoinvestigated.Basedonthesurroundingrock-supportcharacteristiccurvetheory,severalpossiblerock-supportcharacteris
8、ticcurves,whichmaybeusedastheoreticalevidences,wereattainedforthetunllelsinhighground.stresssoftrock.Furthermore,thesupportformsuitableforlarge.deformationrockwasproposed.KEYWORDS:tunnell
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