Investigating six-degree-of-freedom loading of shallow foundations on sand

Laboratory studies of the response of shallow foundations have previously considered only planar loading. This paper describes experimental work carried out using a loading device that applies general loading onto model shallow foundations. The loading, involving all six degrees of freedom [vertical...

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Dades bibliogràfiques
Autors principals: Bienen, B, Byrne, B, Houlsby, G, Cassidy, M
Altres autors: Institution of Civil Engineers
Format: Journal article
Idioma:English
Publicat: Thomas Telford Ltd. 2006
Matèries: