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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时间:2019-02-22

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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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