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

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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Dades bibliogràfiques
Autors principals:	Vlahos, G, Cassidy, M, Byrne, B
Format:	Journal article
Idioma:	English
Publicat:	2006

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