The behaviour of spudcan footings on clay subjected to combined cyclic loading

This paper presents an improved numerical 'force resultant model' for spudcan foundations that can be used within a structural analysis of a mobile drilling unit. The model incorporates hysteretic behaviour for pre-yield 'elastic' movements by using a hyperplasticity formulation...

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Détails bibliographiques
Auteurs principaux: Vlahos, G, Cassidy, M, Byrne, B
Format: Journal article
Langue:English
Publié: 2006

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