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基于CPTU测试的泻湖相沉积土固结屈服应力和OCR确定方法(英文) Title:DeterminationofConsolidationYieldStressandOCRforOxidizedLakeDepositsBasedonCPTUTesting Abstract: Consolidationyieldstressandtheoverconsolidationratio(OCR)areessentialparametersforevaluatingthemechanicalbehaviorandstabilityofsoildeposits.ThispaperpresentsamethodfordeterminingtheconsolidationyieldstressandOCRofoxidizedlakedepositsbasedontheConePenetrationTesting(CPTU)technique.TheproposedmethodutilizesCPTUdatatoestimatetheundrainedshearstrengthandOCRvaluesofthesoil,providingvaluableinsightsintothesoil'sconsolidationbehaviorandpotentialstabilityissues. Introduction: Oxidizedlakedepositsarecommonlyfoundinvariousregionsandoftenposechallengesinconstructionprojectsduetotheircomplexengineeringbehavior.UnderstandingtheconsolidationyieldstressandOCRofthesedepositsiscrucialfordesigningandmaintainingstructuresonsuchsoil.TheCPTUtesthasgainedsignificantpopularityingeotechnicalinvestigationsduetoitscost-effectiveness,efficiency,andabilitytoprovidedetaileddataonsoilproperties.ByutilizingCPTUdata,thisstudyaimstodevelopapracticalandreliablemethodfordeterminingtheconsolidationyieldstressandOCRofoxidizedlakedeposits. Methodology: 1.CollectionofCPTUTestData: -ConductanextensivesiteinvestigationtodeterminethelocationsforCPTUtests. -PerformCPTUtestsatdesireddepths,recordingdataincludingconeresistance(qc),porewaterpressure(u),andsleevefriction(fs). 2.EvaluationofUndrainedShearStrength: -ApplytheRobertsonetal.(1986)methodtoestimatetheundrainedshearstrength(su)fromtheconeresistance(qc). -Determinetheundrainedshearstrengthatdifferentdepthstoestablishasu-depthprofile. 3.EstimationofOCR: -Analyzetheexcessporewaterpressure(u)andundrainedshearstrength(su)profilesobtainedfromtheCPTUdata. -Identifythemaximumandminimumsuvaluesfromthesu-depthprofileandnotetheircorrespondingdepths. -CalculatetheOCRusingtherelationship:OCR=su_max/su_min. 4.DeterminationofConsolidationYieldStress: -UsetheOCRvaluesobtainedfromstep3toevaluatetheconsolidationyieldstress(σ_y)usingasui

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