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MODELING OF THE BEHAVIOR OF FOUNDATIONS OF JACK-UP UNITS ON CLAY

Abstract:

Theoretical and experimental investigations of the behaviour of spudcan foundations of jack-up units under combined loadings are described. The behaviour of the foundations is described by a work-hardening plasticity theory which bears a close resemblance to the concepts of critical state. Theoretical calculations of the variation of vertical bearing capacity are closely matched by experimental results. A simple form of the yield surface under combined vertical, horizontal and moment loading ...

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Published

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Institution:
University of Oxford
Department:
Oxford, MPLS, Engineering Science, Civil Engineering
Pages:
339-358
Publication date:
1993
URN:
uuid:6a41d088-11ad-408e-a35d-eeb6abaa4c69
Source identifiers:
61682
Local pid:
pubs:61682
ISBN:
0-7277-1916-5

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