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ID:46953294
大小:2.46 MB
页数:18页
时间:2019-12-01
《CHAPTER 12 OF ROCK ENGINEERING》由会员上传分享,免费在线阅读,更多相关内容在教育资源-天天文库。
1、12Tunnelsinweakrock12.1IntroductionTunnellinginweakrockpresentssomespecialchallengestothegeotechnicalengineersincemisjudgementsinthedesignofsupportsystemscanleadtoverycostlyfailures.Inordertounderstandtheissuesinvolvedintheprocessofdesigningsupportforthistypeoftunnelitisnecessarytoexaminesome
2、verybasicconceptsofhowarockmasssurroundingatunneldeformsandhowthesupportsystemsactstocontrolthisdeformation.Oncethesebasicconceptshavebeenexplored,examplesofpracticalsupportdesignsfordifferentconditionswillbeconsidered.12.2DeformationaroundanadvancingtunnelFigure12.1showstheresultsofathree-di
3、mensionalfiniteelementanalysisofthedeformationoftherockmasssurroundingacirculartunneladvancingthroughaweakrockmasssubjectedtoequalstressesinalldirections.Theplotshowsdisplacementvectorsintherockmassaswellastheshapeofthedeformedtunnelprofile.Figure12.2givesagraphicalsummaryorthemostimportantfe
4、aturesofthisanalysis.Deformationoftherockmassstartsaboutonehalfatunneldiameteraheadoftheadvancingfaceandreachesitsmaximumvalueaboutoneandonehalfdiametersbehindtheface.Atthefacepositionaboutonethirdofthetotalradialclosureofthetunnelhasalreadyoccurredandthetunnelfacedeformsinwardsasillustratedi
5、nFigures12.1and12.2.Whetherornotthesedeformationsinducestabilityproblemsinthetunneldependsupontheratioofrockmassstrengthtotheinsitustresslevel,aswillbedemonstratedinthefollowingpages.Notethatitisassumedthatdeformationprocessdescribedoccursimmediatelyuponexcavationoftheface.Thisisareasonableap
6、proximationformosttunnelsinrock.Theeffectsoftimedependentdeformationsupontheperformanceofthetunnelandthedesignofthesupportsystemwillbenotbediscussedinthischapter.12.3TunneldeformationanalysisInordertoexploretheconceptsofrocksupportinteractioninaformwhichcanreadilybeunderstood,averysimpleanaly
7、ticalmodelwillbeutilised.Thismodelinvolvesacirculartunnelsubjectedtoahydrostaticstressfieldinwhichthehorizontalandverticalstressesareequal.Tunneldeformationanalysis205DeformedprofileFigure1:Verticalsectionthroughathree-dimensionalfiniteelemen
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