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...

Täydet tiedot

Bibliografiset tiedot
Päätekijät: Bienen, B, Byrne, B, Houlsby, G, Cassidy, M
Muut tekijät: Institution of Civil Engineers
Aineistotyyppi: Journal article
Kieli:English
Julkaistu: Thomas Telford Ltd. 2006
Aiheet: