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