The development of shaft friction and end bearing for piles in homogeneous and layered soils
This thesis examines the behaviour of a 114.0 mm diameter segmental tubular steel pile jacked into loose sand, and loose sand overlying clay. The soil was placed under controlled conditions in a 3.0 m diameter by 3.0 m deep concrete tank. The variation in local unit shaft friction and radial effecti...
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University of South Wales
1987
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| Online Access: | https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.376113 |