隧道围岩在开挖应力下的弹塑性损伤演化机理研究

隧道围岩在开挖应力下的弹塑性损伤演化机理研究

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时间:2019-05-12

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1、重庆交通大学硕士学位论文隧道围岩在开挖应力下的弹塑性损伤演化机理研究姓名:何凯波申请学位级别:硕士专业:港口、海岸与近海工程指导教师:赵明阶20090401ABSTRACTThispaperisbasedonMinistryofTransportationandCommunicationsTechnologyProject”Forecastingtheoryandwarmingsystemsonrelaxationloadofhighwaytunnel”(200631874024),holdin

2、gthemainlineabouttheelastoplasticdamageofsurroundingrockets,By‰waysofnumericalsimulationtostudytheelastoplasticdamagewithtunnelexcavationintheprocess,throughstudyonotheraspects,suchas:thedeformationofthetunnel,stressdistributionandplasticzoneofthesco

3、pe.sizeect,toanalysetheelastoplasticdamageofthetunnelinexcavationattheuninstallprocess,andlistmedisciplineinthewholeprocess.Themainingstudyreadsasfollows:(1)CombineDamageMechanicsandseveraldamagedetectionmethodsforthetunnel,introducingtheapplicationo

4、nthedamagetheoryintherock.1ikematerials(includingrocktunnel),expoundingtheresearchstatusofthedamagevariable.aswellasthedefinitionofdamagevariableofthetunnel.(2)Comparethefailuremechanismtherockwiththesurroundingrocketsofloadingandunloadingdamageinthe

5、processingofexcavation,confirmingthemajorresearchobject,whichistheelastoplasticdamageinwithingExcavationunloading;simultaneously,inaccordancewiththetunnelundertherockdamagemechanicstheoryandexperienceofexistingunloadingstatus,combinedwithenergydissip

6、ationtheory,analysingtheelastoplasticdamageconstitutivemodelwhichtheenergydissipationisconsided,then,getthereviseddamageevolutionequation.(3)Usingfiniteelementanalysissoftware.ANSYS10.0.toanalyseclassIItoIVsurroudingrockets,also,withingthehelpofBPArt

7、ificialNeuralNetwork,Optimizethepost。excavationdisturbancezoneandthemechanicalparametersofrockboltingoptimizationparameterscomposity.simulatetheunloadingprocessoftunnelexcavationpractically,througmanalysingsomeaspects,suchas:surroundingrocketsdisplac

8、ement,stress,strainandplasticdamage,obtainedtheelastic.plasticdamageevolutionlawintheprocessofexcavationtunnel.(4)CombinedthefiniteelementanalysisofBiChengTunnelwiththeactualMonitoringdataofBiChengTunnel,theelasto—plasticdamageconstitutivemodelisvali

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