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This profile was automatically generated using 58 references found on the Internet. This information has not been verified. Learn more...
This profile was automatically generated using 58 references found on the Internet. This information has not been verified. Learn more...
Employment History
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1. :: Personnel ::
www.cofs.uwa.edu.au/About/Pers - [Cached]Published on: 6/29/2008 Last Visited: 6/29/2008
Prof Mark Cassidy
Director Professor Centre for Offshore Foundation Systems
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Mark completed his first degree in Civil Engineering at the University of Queensland in 1994.Following graduation he joined consulting engineering firm Ove Arups in Brisbane, where he was involved in the design of the central station in Hong Kong's new airport-rail link.In October 1995, Mark moved to the University of Oxford as a Rhodes Scholar.His doctorate was concerned with the numerical modelling of the dynamic response of jack-up platforms subjected to random ocean waves and was successfully examined in September 1999.
Since graduating from Oxford, Mark has spent two months working for the World Commission on Dams in Cape Town, South Africa and then two months consulting for the International Association of Drilling Contractors (IADC).He joined COFS in March 2000 to work in the area of wave-structure-soil interaction.
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Cassidy, M.J. (1999).Non-linear analysis of jack-up structures subjected to random waves, D.Phil Thesis, University of Oxford.
Books
Gourvenec, S. and Cassidy, M.J. (Ed.) (2005).Frontiers in Offshore Geotechnics, Taylor and Francis Group, London, ISBN 0 415 39063.
Journal Papers
1. Cassidy, M.J., Eatock Taylor, R., Houlsby, G.T. (2001).Analysis of jack-up units using a Constrained NewWave methodology.Applied Ocean Research, Vol.23, pp.221-234.
2. Cassidy, M.J., Taylor, P.H., Eatock Taylor, R., Houlsby, G.T. (2002).Evaluation of long-term extreme response statistics of jack-up platforms.Ocean Engineering, Vol.29, No. 13, pp.1603-1631.
3. Houlsby, G.T. and Cassidy, M.J. (2002).A plasticity model for the behaviour of footings on sand under combined loading.Géotechnique, Vol.52, No. 2, pp.117-129.
4. Tuty, S., Cassidy, M.J., Ronalds, B.F. (2002).Investigation of shallow water kinematics and local loading effects on reliability of minimum structures.Journal Offshore Mechanics and Arctic Engineering, ASME, Vol.124, Issue 1, pp.41-47.
5. Cassidy, M.J. and Houlsby, G.T. (2002).Vertical bearing capacity factors for conical footings on sand.Géotechnique, Vol.52, No. 9, pp.687-692.
6. Cassidy, M.J., Byrne, B.W., Houlsby, G.T. (2002).Modelling the behaviour of circular footings under combined loading on loose carbonate sand.Géotechnique, Vol.52, No. 10, pp.705-712.
7. Cassidy, M.J., Houlsby, G.T., Eatock Taylor, R. (2003).Probabilistic models applicable for the short-term extreme response analysis of jack-up platforms.Journal Offshore Mechanics and Arctic Engineering, ASME, Vol.125, Issue 4, pp.249-263.
8. Cassidy, M.J., Byrne, B.W. and Randolph, M.F. (2004).A comparison of the combined load behaviour of spudcan and caisson foundations on soft normally consolidated clay.Géotechnique, Vol.54, No. 2, pp.91-106.
9. Cassidy, M.J., Martin, C.M., Houlsby, G.T. (2004).Development and application of force resultant models describing jack-up foundation behaviour.Marine Structures, Vol.17 No. 3-4, pp.165-193.
10. Cassidy, M.J., Airey, D.W. and Carter, J.P. (2005).
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11. Vlahos, G., Martin, C.M., Prior, M.S., Cassidy, M.J. (2005).Development of a model jack-up unit for the study of soil-structure interaction on clay.Int.Journal of Physical Modelling in Geotechnics, Vol.5, No. 2, pp.31-48.
12. Houlsby, G.T., Cassidy, M.J., Einav, I. (2005).A generalised Winkler model for the behaviour of shallow foundations.Géotechnique, Vol.55, No. 6, pp.449-460.
13. Cassidy, M.J. and Cheong, J. (2005). -
2. :: About COFS ::
www.cofs.uwa.edu.au/Opportunit - [Cached]Published on: 6/29/2008 Last Visited: 6/29/2008
Dr Mark Cassidy -
3. :: What's On ::
www.cofs.uwa.edu.au/Whatson/20 - [Cached]Published on: 1/1/2002 Last Visited: 6/29/2008
16th August - Mark Cassidy, Lecturer, COFS,

