Deep Foundation geothecnic 2

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    Mohamad syafiq bin rahim 01dka11f2133

    Muhamad kamarul nizam 01dka11f2166

    Norfasira binti salleh udin 01dka11f2096

    Mohamad fadzly bin kutty abba 01dka11f2125

    MR KHAIRUL AZMAN BIN MD YUSUF

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    A deep foundation is a type

    of foundation distinguished from shallowfoundations by the depth they are embedded

    into the ground

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    Displacement piles

    Piles which are driven are termedDisplacement Piles because their installation

    methods displace laterally the soils throughwhich they are introduced.

    Replacement piles

    Piles that are formed by creating a borehole

    into which the pile is then cast or placed, arereferred to as Replacement Piles becauseexisting material, usually soil is removed aspart of the process.

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    Displacement

    Larger

    Preformed

    Solid concrete ortimber

    Hollow tubeClosed steel or

    concrete

    Formed In-situ

    Tube formerwithdraw void

    filled withconcrete

    Small

    Hollow tube, orH-section steel

    Screw

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    A driven pile is a deep foundation that is constructed by

    driving a concrete, steel or timber pile.

    To support the anticipated load in competentsubsurface material.

    Prefabricated concrete piles are driven using a pile

    driver equipped with a hydraulic free fall hammer.

    Prefabricated concrete piles are primarily used in loosesoils.

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    Bore piles

    Unsupportedduring

    construction

    Supportedduring

    construction

    Steel casing

    Void filled withreinforcedconcrete

    Drilling mud

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    A bored pile is a deep foundation that isconstruction by removing the soil in the pilelocation by an excavating tool (bucket- auger-

    core barrel- etc..) to correct depth When the drill has arrived at the correct depth,

    the pile is concreted using a tremmie pipe orpumped through the end of the centre pipe

    (CFA)

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    A monopile foundation utilizes a single,generally large-diameter, foundation structural

    element to support all the loads (weight, wind,etc.) of a large above-surface structure.

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    Micropiles

    Tripod piles

    Sheet piles

    Soldier piles

    Suction Piles

    Adfreeze Piles

    Vibrated Stone Columns

    Bored Piles

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    Friction piles(cohesion piles) Qs

    End bearing piles (point bearing piles) Qb

    Combination of friction and cohesion piles

    P + W = Qs + Qb

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    END BEARING PILES FRICTION PILES

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    Qult = Qs + Qb= Ab Qult + As fs

    Qult = bearing pressure at the bottom

    Qult = Cu Nc

    fs = friction between the surface of the piles

    fs =

    Cu