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Numerical investigation of the behaviour of suction caissons in structured clays.

Panayides, S. and Rouainia, M. and Osman, A. S. (2010) 'Numerical investigation of the behaviour of suction caissons in structured clays.', in Frontiers in offshore geotechnics II. Boca Raton: CRC Press, pp. 759-764.

Abstract

This paper investigates the ultimate capacity of suction anchor foundations, using an advanced constitutive model. The paper explores the effect of changing the aspect ratio of the caisson on the undrained load-carrying capacity of the bucket foundations in clay. Illustrative numerical results for inorganic clay of low sensitivity from the Norrköping region in southern Sweden demonstrate the potential of the constitutive model.

Item Type:Book chapter
Full text:Publisher-imposed embargo
(AM) Accepted Manuscript
File format - PDF (Copyright agreement prohibits open access to the full-text)
(1392Kb)
Status:Peer-reviewed
Publisher Web site:http://dx.doi.org/10.1201/b10132-109
Date accepted:No date available
Date deposited:14 April 2016
Date of first online publication:2010
Date first made open access:No date available

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