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Soil Consolidation Test
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Single-lever oedometer(dial gauge excluded)
1、IntroductionThesingle-leveroedometerisusedtostudythecompressiveconsolidationtestofsoiltodetecttherelationshipbetweenpressureloadinganddeformation,andworkouttheunitdeposition,compressionindex,rebound
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Pore Pressure Apparatus
ModelNO.:TKA-KYY-1
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Multi-function sample making experiment system
1.Loadingsystem:servomotormechanicalloadingmodeTheloadingframeisdesignedwithanintegralstructureandismechanicallyloadedbyservomotor.Theloadingforceisadjustablefrom0to60kN.Theequipmenthasthecharacteristicsofgoodoverallrigidity,stabilityandsmallvibration.Axialmaximumload60kN,axialeffectivestroke:150mm,loadingspeed:0.00001-6mm/min,steplessspeedregulation;Theaccuracyofloadmeasurementandcontrolis±0.1%ofthefullrange,andtheaccuracyofdisplacementmeasurementandcontrolis±0.1%ofthefullrange.ItcanrealizeelectromagneticswitchandsoftwareandLCDtwo-waycontrol,andcancarryoutloadingtestssuchasgradedloading,strainrateinvariable(CRS),loadingrateinvariable(CRL),etc.2.AsetofspecialpressurechamberThesamplesizeis300mmindiameterand600mminheight,andthematerialis304stainlesssteel,whichcanrealizereal-timemeasurementofporewaterpressureindifferentpositions.3.AcollectionandcontrolsystemTheacquisitionandcontrolsystemiscomposedofdataacquisitionandcontrolsystem,varioussensorsanduppercomputeracquisitionandcontrolsoftware.Theacquisitionandcontrolsoftwareoftheuppercomputercancompletethecommunicationacquisition,automaticservofeedbackcontrol,sensorcalibrationandotherfunctionsofthelowercomputer,aswellasperformgradedloading,strainrateinvariable(CRS),loadingrateinvariable(CRL)andothertests.4.Asetof60kNloadsensorandthecorrespondingfixationdeviceareequippedwiththecorrespondingdataacquisitioninstrument.5,asetofservocontrolcabinet:240*128LCDdisplay,supporting20keys,cancontrolverticalload,cancollectdisplacement,loadandothersensors.6.Asetof20Lsumpisusedtostorethedisplacementofthesampleduringthetest.
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K0 Consolidation Apparatus(include pressurized pull rod)
ModelNo.:TKA-STCK01、IntroductionTKA-STCK0consolidationapparatusismainlyusedinthe《geotechnicaltestprocedures》(SL237-1999)ofthe《staticlateralpressurecoefficienttest》(L237-028-1999),tocarryoutdrainagetes
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Full-automated Oedometer(Air pressure)
ModelNo.:TKA-STC-1F(forhigh-pressure)ORTKA-STC-1MF(forlow-mediumpressure)
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Automatic consolidation instrument (mechanical)
ModelNo.:V3.1
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Pneumatic type Permeability Oedometer
ModelNo.:TKA-STC-2AP1、IntroductionThePneumatictypePermeabilityOedometerisalaboratorytestinstrumentformeasuringpermeabilitycoefficientofcohesivesoilandsiltysoil.Itcanmeasurethepermeabilitycoefficientof
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Fully automatic Rowe consolidation instrument
ModelNo.:TKA-RCA-11、Introduction:TheRoweconsolidationapparatus,astheadvancedandfullautomatedconsolidationtestingsystemappliedtothesoilcanrunclassictestssuchasautomatedtestingratebycontrolledhydraulicg