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Laboratory testing of shallow skirted foundations in sand

Abstract:

The laboratory investigation of monotonic loading response of skirted shallow foundations on sand was discussed. The objectives of the study were to provide input for the plasticity models and to help in solving the civil engineering problem in the development of design calculations for wind turbines in the offshore environments. The vertical loading values calculated by the method were used for developing installation calculation procedures. The results of the method were also useful in dete...

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Publication status:
Published

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Institution:
University of Oxford
Department:
Oxford, MPLS, Engineering Science, Civil Engineering
Role:
Author
More by this author
Institution:
University of Oxford
Department:
Oxford, MPLS, Engineering Science, Civil Engineering
Role:
Author
More by this author
Institution:
University of Oxford
Department:
Oxford, MPLS, Engineering Science, Civil Engineering
Role:
Author
Pages:
161-173
Publication date:
2003-01-01
URN:
uuid:9c96806c-5d2b-41eb-be19-c329a9d231be
Source identifiers:
61553
Local pid:
pubs:61553
ISBN:
0-72773-244-7

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