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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Chi tiết về thư mục
Những tác giả chính:	Vlahos, G, Cassidy, M, Byrne, B
Định dạng:	Journal article
Ngôn ngữ:	English
Được phát hành:	2006

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