The development of shaft friction in semi-fullscale piles passing through granular soils

The present study examines the load transfer mechanism and subsequent soil displacements around a 0.114m diameter pile passing through a sand stratum. The available literature on deep foundations is reviewed. It was found that the amount of literature pertaining to pile behaviour in layered soils wa...

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Bibliographic Details
Main Author: Kay, William
Published: University of South Wales 1980
Subjects:
624
Online Access:https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.259234