ON THE GENERALIZED STRESS-STRAIN BEHAVIOUR OF

ON THE GENERALIZED STRESS-STRAIN BEHAVIOUR OF

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时间:2019-07-20

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1、ONTHEGENERALIZEDSTRESS-STRAINBEHAVIOUROF'WET'CLAYK.H;ROSCOEANDJ.B.BURLANDAbstractThebasicCambridgetheoryofthestress-strainbehaviourof'wet'clays,asdevelopedfor'triaxial'(aui-symmetric)compressiontestconditions,istoincludegeneralizedthree-dimensionalstrcssandstraincon-,(4.7)ditions.Thetheory

2、isdevelopedinthelightofanewworkequationproposed4'byBurlnndl4l.Twoothernewconceptsareintroduced.First,anewyield-'(43)locustotakeaccountofthesheardistortionthatoccurs,withoutplasticvolumechange,forstatepathsbeneaththestatzboundarysurface.Secondly,inglinctheMohr-Coulombcriterionisincorporated

3、inthetheorytopredictrupture.!icark,when'wet'claysaresubjectedtostresspathsinthree-dimensionalstress.space.Themechanicalbehaviourofagiven'wet'clayundersuchageneral>Q.0)systemispredictedfromthethreesoilconstants,M,AandKobtainedfrom'triaxial'compressiontests.:(4.10)Aftershowingthat'triwial'ex

4、tensiontestresultscanbesatisfactorilypredictedfrom'triaxial'compressiondata,particu!arattentionispaidtoplanestrainwhichissofrequentlyrelevantinpracticalproblems.Theplane-strainbehaviouraspredictedfrom'triaxial'datziscomparedwithobserva-tionsinaplane-strzinapparatus,andasimple-shearapparatu

5、s.Excellentagreementisobtained,andconfirmsthepredictionthatfor'wzt'claystheangleofinternalfrictionindirectsheartestsislessthanthe'triaxia!'value.TOillustratethepowerandpracticalsignificanceofthetheory,itisusedtoprcdictthestrainsthatarerequiredtodevelopthe'active'and'pzssive'Kanliinestatesi

6、namassof'wet'clay.Thesepredictionsareinagreementwithexperience.1.GeneralintroductionTheanalysisofmany~racticalproblemsinsoilmechanicsiscarriedoutbyconsidering'stability'and'deformation'separately.Currentmethodsof'stability'analysisalmostalwaysignorethefactthatsoilisadilatantmaterial.Instea

7、ditisassumedthatthesoilisrigiduptofailureandthenbehavesasifitpossessedaconstantangleofinternalfrictionandaconstantcohesion.Noattentionispaidinstabilityanalysestothedeformationofthesoilpriortofailureandafterfailureitispresumedtobecatastrophicallylargeandunpredi

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