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...

詳細記述

書誌詳細
主要な著者: Bienen, B, Byrne, B, Houlsby, G, Cassidy, M
その他の著者: Institution of Civil Engineers
フォーマット: Journal article
言語:English
出版事項: Thomas Telford Ltd. 2006
主題: