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Loads of short durations on offshore structures may result in undrained or partly undrained soil response, even for sandy soil. This paper present an experimental investigation on how the loading rate on a small-scale mono bucket foundation influence the soil response in sand.
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This page is a summary of: Transiently Loaded Bucket Foundations in Saturated Dense Sand - Demonstration of the Boot Effect, Geotechnical Testing Journal, October 2017, ASTM International,
DOI: 10.1520/gtj20160339.
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