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Thesis

The analysis of offshore foundations subjected to combined loading

Abstract:

Shallow offshore foundations, which achieve their stability through the foundation bearing on the seabed, can in most applications be idealised as large rigid circular footings subjected to vertical, horizontal and moment loading. A small strain linear-elastic perfectly-plastic three- dimensional finite element program was developed to analyse this combined loading problem. The selection of a suitable three-dimensional finite element for accurate and computationally efficient analysis was ba...

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Institution:
University of Oxford
Research group:
Civil Engineering
Oxford college:
Wolfson College
Department:
Mathematical,Physical & Life Sciences Division - Engineering Science
Role:
Author

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Supervisor
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Funding agency for:
Ross Wesley Bell
Publication date:
1991
Type of award:
MSc
Level of award:
Masters
URN:
uuid:3249061d-853b-462d-bb66-612bad1e5a9b
Local pid:
ora:1399

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