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Keywords: VIBRO PILES
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Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1935) 240 (1935): 37–73.
Published: 01 January 1935
... not to depend on it for foundations, but to build up from the clay in places where it was not deeper than -20 O.D., and, when deeper, to drive Vibro piles for all loads withinthe walls. The amount of water met with in the trial-pits, and the sandy nature of the subsoil, made it advisable to shut off...
