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BUILDINGCONSTRUCTION1ARC1523
PROJECT1:DOCUMENTATIONANDANALYSIS PREPAREDBY:WONGPEAKKY(1101A13474)
13
PILEDFOUNDATIONS:
Thesecanbedefinedasaseriesofcolumnsconstructedorinsertedintothegroundtotransmittheloadsofastructuretoalowerlevelofsubsoil.Piledfoundationscanbeusedwhen
suitablefoundationconditionsarenotpresentatoruneconomic.
PreformedConcretepiles:
Varietyoftypesavailablewhicharegenerallyusedonmedium tolargecontractsofnotlessthanonehundredpileswheresoftsoildepositsoverlieafirmerstrata.
Thesepilesarepercussiondrivenusingadroporsingleactinghammer.
Piledimension(mm) PossibleNo.oflocksperjoint
250x250,300x300, 4
350x350and400x400
350x350,400x400
and450x450 8
Partiallypreformedpiles:Thesearecompositespilesofprecastconcreteandin-situconcreteorsteelandin-situconcrete.Thesepercussiondrivenpilesareusedonmedium to
largecontractswhereboredpileswouldnotbesuitableowingtorunningwaterorveryloosesoils.largecontractswhereboredpileswouldnotbesuitableowingtorunningwaterorveryloosesoils.
4.1FOUNDATION

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