Piles in sand and in sand overlying clay
This thesis examines the behaviour of single 60mm and 114mm segmented tubular steel piles driven and placed into loose sand and loose sand overlying clay. The soil was placed and instrumented under controlled conditions in a 3.0m diameter by 3.0m deep concrete tank. The 60mm pile was dynamically dri...
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University of South Wales
1989
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| Online Access: | https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.749613 |