Assessing appropriate stiffness levels for spudcan foundations on dense sand-Reference-Cited by-同舟云学术

Assessing appropriate stiffness levels for spudcan foundations on dense sand

Published:2010-04 Issue:2 Volume:23 Page:187-208
ISSN:0951-8339
Container-title:Marine Structures
language:en
Short-container-title:Marine Structures

Author:

Cassidy Mark J.,Vlahos George,Hodder Mathew

Publisher

Elsevier BV

Subject

Mechanical Engineering,Mechanics of Materials,Ocean Engineering,General Materials Science

Reference31 articles.

1. Site specific assessment of mobile jack-up units;SNAME T&R 5-5A,2002

2. Noble Denton Europe & Oxford University. The calibration of SNAME spudcan footing equations with field data, Report No L19073/NDE/mjrh, Rev 3; 2005.

3. Determining appropriate stiffness levels for spudcan foundations using jack-up case records;Cassidy,2002

4. Vlahos G. Physical and numerical modelling of a three-legged jack-up structure on clay soil. PhD thesis, The University of Western Australia; 2004.

5. Development of a model jack-up unit for the study of soil–structure interaction on clay;Vlahos;International Journal of Physical Modelling in Geotechnics,2005

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