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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Detaylı Bibliyografya
Asıl Yazarlar: Bienen, B, Byrne, B, Houlsby, G, Cassidy, M
Diğer Yazarlar: Institution of Civil Engineers
Materyal Türü: Journal article
Dil:English
Baskı/Yayın Bilgisi: Thomas Telford Ltd. 2006
Konular: