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)

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)

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页数:89页

时间:2019-03-02

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1、万方数据ABSTRACTABSTRACTABSTRACT:Recently,tunnelsinsoftrockwithhighground-stressappearfrequentlyamongtherailwayandroadtunnelengineeringsunderconstructioninourcountry.Problems,suchaslargedeformation,supportingdamage,etc,seriouslyaffectthenormalconstructionofthesetunn

2、els.OnthebackgroundoftheconstructionofDaliangtunnelinLXS.7ofLanzhou.XinjiangdoublelineRailway,thetime-spaceeffectandselectionofsteelframefortunnelsinsoftrockWithhighground-stressweremainlydiscussed.Themainworkandtheresultswereasfollows:1.Basedontheconstructionof

3、Daliangtunnel,engineeringpropertiesoftunnelswithweaksurroundingrocksinhighground-stressregionwereresearchedbyseveralaspects.Characteristicsoflargedeformationinthesetunnelswereillustratedandextrusionindexforthequantitativeanalysisofitwasintroduced.2.UseANSYS/FLAC

4、3DnumericalanalysissoftwaretosimulateexcavationprocessofDaliangtunnel,analysethetemporalandspatialeffectofthesetunnels.Besidessupportingstructureinternalforce,contrastsurroundingrockplasticdeformationrange,heterotaxyofdifferentsequenceofexcavation.3.Onthebackgro

5、undoftheconstructionofDaliangtunnel,thedifferentapplicationeffectofsteelframeandsteelgridflameinhighground—stressregionweremainlydiscussed.TheDaliangtunnelistakenastheexperimentalsectioninwhichthesectionsteelandsteel咖dof20metersinlengtharesetrespectively.Themain

6、comparisonincludedthesettlementoftunnelcrownandarchfoot,hofizonmlconvergence,surroundingrockpressure,stressofinitialsupportingsteelframework,etc.Bypracticeprovingthatmultiplesupportrunseffectively.4.Accordingtothesurroundingrock-supportcharacteristiccurvetheory,

7、differentformsoftunnelsupportswithvariedstiffnesswereappliedtothetunnel,andtheirdeformationmechanismsandmechanicalresponseswerealsoinvestigated.Basedonthesurroundingrock-supportcharacteristiccurvetheory,severalpossiblerock-supportcharacteristiccurves,whichmaybeu

8、sedastheoreticalevidences,wereattainedforthetunllelsinhighground.stresssoftrock.Furthermore,thesupportformsuitableforlarge.deformationrockwasproposed.KEYWORDS:tunnell

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