简介：Aslip-linefieldsolutionispresentedfortheultimatebearingcapacityofthepipelineonapurely-cohesiveclaysoil,takingintoaccountthecircularconfigurationofthepipe,thepipeembedment,andthepipe-soilinterfacialcohesion.Thederivedbearingcapacityfactorsforasmoothrigidpipelimittothosefortheconventionalrectangularstripfootingwhilethepipeembedmentapproacheszero.Parametricstudiesindicatethat,thepipe-soilinterfacialpropertieshavemuchinfluenceonthebearingcapacityforthepipefoundationonclayedysoils.
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