secant pile construction

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Secant Pile Construction

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  • 1

    Secant Pile ConstructionOSIS Augmentation & Relief Sewer (OARS) Phase 2 Shafts # 3, 4 & 5

    DFI ADSC Drilled Shaft SeminarSupport with Confidence

    July 11-12, 2013

    SecantPilesConstruction

    Structuralfoundationelementconsistingofoverlappingpilesformingacontinuouswall.

    Reinforcedconcrete(rebarcagesorsoldierpiles). Depthdependsuponfinaldesign&soilandequipment

    characteristics. Pilesdiametersusuallybasedonmetrictoolingsize.Typically

    760,880,1000and1180mmareused.Othersizesareavailable.

    Secantpileswallstobecantileveredorbraced.Anygeometricshapeispossible.Themoreuniquetheshapethemoredifficultthebracingsystembecomes.

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    SecantPilesConstruction

    Selectionofsecantpilesvs.otherearthretentionsupportsystemsisbasedon: Availableworkspace/sitelogistics Layoutofwall Impactrestrictionsonadjacentstructures Designparameters(stiffnessofwall,cutoffrequirements)

    Materialhandlingrequirements Excavationcapabilitiesindifficultsoilconditions

    SecantPilesConstruction

    Sequenceofconstruction Guidewallsinstallation Primaryorlaggingpilesinstallation

    Sectionalcasingrotationinadvanceofaugerremovingsoilinsideofthecasing

    Dryorwetdrillingdependinguponsoilsconditions

    Atdrillingcompletion,cleaningofpilebottom&placementofconcrete Freefallplacementindryconditionandwithatremie pipeinwetconditions

    Extractionofcasingatpourcompletion Secondaryorclosingpilesinstallation

    Sectionalcasingrotationinadvanceofaugerremovingsoilinsideofthecasing

    Dryorwetdrillingdependinguponsoilsconditions

    Atdrillingcompletion,cleaningofpilebottom&placementofreinforcementfollowedbyconcrete

    Freefallplacementindryconditionandwithatremie pipeinwetconditions

    Extractionofcasingatpourcompletion

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    SecantPilesConstruction

    Sequenceofconstruction Guidewallsinstallation

    SecantPilesConstruction

    Sequenceofconstruction Primaryorlaggingpilesinstallation

    Pilestypicallyunreinforced Lowerstrengthconcretecanbeused.Dependentondesignandfinal

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    SecantPilesConstruction

    Sequenceofconstruction Primaryorlaggingpilesinstallation

    Sectionalcasingrotatedaheadofaugercleaninginsideofcasing

    SecantPilesConstruction Sequenceofconstruction

    Primaryorlaggingpilesinstallation Sectionalcasingrotationaheadofaugercleaninginsideofcasing

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    SecantPilesConstruction Sequenceofconstruction

    Secondaryorclosingpilesinstallation Pilesarereinforcedusingrebarcagesorsoldierpiles Highstrengthconcreteistypicallyused

    Secondary Piles

    Primaryiles

    SecantPilesConstruction Sequenceofconstruction

    Secondaryorclosingpilesinstallation Designmayrequiredallpilestobereinforced,inthatcasethelaggingpileswillbe

    pouredusingstructuralconcrete

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    SecantPilesConstruction

    Sequenceofconstruction Secondaryorclosingpilesinstallation

    Pilesoverlapiscriticaltoguaranteecontinuityofwall Overlapisdependingofdepthofdrilledpilesanddrillingverticalitytolerance

    SecantPilesConstruction Sequenceofconstruction

    Secondaryorclosingpilesinstallation Loadbearingcaissonscanbeeasilyincorporatedintosecantwall

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    SecantPilesConstruction

    CaseHistory

    Project: OSISAugmentation&ReliefSewer(OARS)Phase2Shafts#3,4&5

    ProjectInformation: 397Each 1180mmShafts

    3independentsiteslocatedapproximatelymilefromeachother

    Eachsecantpilewallsystemcomprisedofandropshaftandapproachchannel.

    Eachsecantpilefortheaccessshaftwaskeyed5intoshalebedrock.

    AverageSecantPileDrillLengthwas62.

    OARSPhase2CaseHistory ShaftLocations

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    OARSPhase2Project SubsurfaceProfile

    DropShafts: SecantPileCompressionRingDesign

    All4,500psiConcrete

    Noreinforcementrequiredfordesignaslongverticalitytolerancemet,

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    OARSPhase2Project Shaft3Layout

    85 each Secant Piles @ 53 Long

    OARSPhase2Project Shaft4Layout

    173 each Secant Piles @ 64 Long

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    OARSPhase2Project Shaft5Layout

    139 each Secant Piles @ 65 Long

    OARSPhase2Project KODENUltrasonicDeviceVerticalityControl

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    OARSPhase2Project JeanLutzGyroscopeVerticalityControl

    OARSPhase2Project KODENUltrasonicDeviceOutput

    Pile #17B:Pile Depth = 57.83ftDeviation in x' direction = .78inDeviation in y direction = 1.57inTotal deviation = 1.75 < 7.08in = accepted

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    OARSPhase2ProjectPhotos

    OARSPhase2ProjectPhotos

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    OARSPhase2ProjectPhotos

    OARSPhase2ProjectPhoto

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    OARSPhase2ProjectPhoto

    OARSPhase2ProjectPhoto

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    OARSPhase2ProjectPhoto

    QUESTIONS?

    SecantPilesConstruction

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