
Prof Mark Cassidy
Director |
Contact InformationPhone: (61 8)
6488 3732 |
Mark
completed his first degree in Civil Engineering at the
Since graduating
from
·
Development of elasto-plastic numerical models for shallow
foundation behaviour
·
Numerical modelling of the dynamic response of jack-up platforms
subjected to random ocean waves
·
Risk assessment and the optimisation of offshore foundation
systems
·
Use of probabilistic methods in the understanding of offshore
problems
·
Stability analysis of offshore pipelines
·
Geotechnical centrifuge modelling
Further
information on the wave-structure-soil interaction stream of COFS can be found
here.
Cassidy,
M.J. (1999). Non-linear analysis of jack-up structures subjected to random
waves, D.Phil Thesis,
Gourvenec,
S. and Cassidy, M.J. (Ed.) (2005). Frontiers in Offshore Geotechnics,
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.,
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
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). Numerical modelling
of circular footings subjected to monotonic inclined loading on calcareous
sands. Journal of Geotechnical and Geoenvironmental Engineering, ASCE,
Vol. 131, No. 1, pp. 52-63.
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,
13.
Cassidy, M.J. and Cheong, J. (2005). The behaviour of
circular footings on sand subjected to combined vertical-torsion loading.
Int. Journal
of Physical Modelling in Geotechnics, Int. Journal of Physical Modelling
in Geotechnics, Vol. 5, No. 4, pp. 01-14.
14.
Einav,
15.
Cassidy, M.J. (2006). Application of
force-resultant models in the analysis of offshore pipelines. Int. Journal of
Structural Engineering and Mechanics, Vol. 22, No. 4, pp. 511-515.
16.
Bienen, B. and Cassidy, M.J. (2006). Three-dimensional analysis of jack-up structures.
Journal of
Advances in Structural Engineering, Vol. 9, No. 1, pp. 19-37.
17.
O’Neill, L., Fakas, E., Cassidy, M.J. (2006). A methodology to simulate floating offshore operations using a design
wave theory. Journal Offshore Mechanics and Arctic Engineering, ASME, Vol. 128,
No 4, pp. 304-313.
18.
Bienen, B., Byrne, B.W., Houlsby, G.T., Cassidy, M.J. (2006). Investigating six degree of freedom loading of shallow foundations on
sand. Géotechnique. Vol. 56, No. 6, pp. 367-379.
19.
Vlahos, G., Cassidy, M.J., Byrne, B.W. (2006). The behaviour of spudcan footings on clay subjected to combined cyclic
loading. Applied Ocean Research. Vol. 28, No. 3, pp. 209-221.
20.
Bienen, B. and Cassidy, M.J. (2006). Advances in the three-dimensional fluid-structure-soil interaction
analysis of offshore jack-up structures. Marine Structures, Vol.
19, No. 2-3, pp. 110-140.
21.
Cassidy, M.J.,
22.
Cassidy, M.J. (2007). Experimental observations
of the combined loading behaviour of circular footings on loose silica sand.
Géotechnique.
Vol. 57, No. 4, pp. 397-401.
23.
Bienen, B., Byrne, B.W., Houlsby, G.T., Cassidy, M.J. (2007). Reply to discussion on “Investigating six
degree of freedom loading on shallow foundation on sand” by D.V. Morris,
Géotechnique.
Vol. 57, No. 5, pp.483-484.
24.
Cassidy, M.J., Quah, M., Foo, K.S. (2007). Experimental
investigation of the reinstallation of mobile jack-up platforms close to
existing footprints. Journal of Geotechnical and Geoenvironmental Engineering,
Submitted March 2006.
25.
Bienen, B., Gaudin, C., Cassidy, M.J. (2007). Centrifuge tests of
shallow footing behaviour on sand under combined vertical torsional loading. Int. Journal of Physical
Modelling in Geotechnics, Accepted 19 February 2007.
26.
Tian, Y. and Cassidy, M.J. (2007) Modelling of pipe-soil
interaction and its application in numerical simulation. International
Journal of Geomechanics, ASCE, submitted 22 December 2006.
27.
Teh, K.L., Cassidy, M.J., Leung, C.F., Chow, Y.K.,
28.
Cassidy, M.J., Uzielli, M. and Lacasse, S. (2007). Probability
risk assessment of a land slide: A case study at Finneidfjord. Canadian
Geotechnical Journal, Submitted February 2007.
29.
Bienen, B., Cassidy, M.J., Gaudin, C. (2007). Physical modelling
of a jack-up structure on sand in the geotechnical centrifuge. Submitted 28 May
2007.
30.
Bienen, B. and Cassidy, M.J. (2007). Retrospective analysis of
jack-up beam centrifuge tests. Submitted 28 May 2007
1.
Cassidy, M.J. (1998). Use of reliability methods for analysis of jack-up
units. Proc. 5th BGS Young Geotechnical Engineers’ Conference,
2.
Cassidy, M.J. and Houlsby, G.T. (1999). On the modelling of
foundations for jack-up units on sand, Proc. 31st Offshore
Technology Conference, Houston, OTC 10995.
3.
Cassidy, M.J., Houlsby, G.T., Eatock Taylor, R. (2001). Application of
probabilistic models to the response analysis of jack-ups. Proc. 11th Int. Offshore
and Polar Engng Conf., Stavanger, Norway, 2001-JSC-153, Vol. 1, pp.
106-113.
4.
Tuty, S., Cassidy, M.J., Ronalds, B.F. (2001). Investigation of
shallow water kinematics and local loading effects on reliability of minimum
structures. Proc. 20th Int. Conf. on Offshore Mechanics and Arctic Engineering
(OMAE)., Rio
5.
Vlahos, G., Martin, C.M., Cassidy, M.J. (2001). Experimental
investigation of a model jack-up unit. Proc. 11th Int. Offshore
and Polar Engng Conf., Stavanger, Norway, 2001-JSC-152, Vol. 1, pp. 97-105.
6.
Cassidy, M.J. (2001). Investigating spudcan
and caisson foundation response in a drum centrifuge, Proc. of International
Symposium on Geotechnical Centrifuge Modelling and Networking,
7.
Byrne, B. and Cassidy, M.J. (2002). Investigating the
response of offshore foundations in soft clay soils. Proc. 21th Int. Conf. on
Offshore Mechanics and Arctic Engineering (OMAE).,
8.
Cassidy, M.J., Houlsby, G.T., Hoyle, M., Marcom, M. (2002). Determining appropriate
stiffness levels for spudcan foundations using jack-up case records.
Proc. 21th
Int. Conf. on Offshore Mechanics and Arctic Engineering (OMAE).,
9.
Cassidy, M.J. and Bienen, B. (2002). Three-dimensional
numerical analysis of jack-up structures on sand. Proc. 12th Int. Offshore
and Polar Engng Conf., Kitakyushu, Japan, Vol. 2, pp. 807-814.rking, Hong Kong,
8-9 December, pp. 8-10.
10.
Cassidy, M.J., Martin, C.M., Houlsby, G.T. (2003). Development and
application of force resultant models describing jack-up foundation behaviour. Proc. 9th Int. Conf.
Jack-Up Platform Design, Construction and Operation,
11.
Poon M.S., Cassidy M.J., Airey D.W. & Carter J.P. (2004). The behaviour of
circular footings on silica sand subjected to inclined load. Proc. 9th ANZ Conference
on Geomechanics,
12.
Pinna, R. and Cassidy, M.J. (2004). Dynamic analysis of a
monopod platform using constrained NewWave. Proc. 23rd Int. Conf. on
Offshore Mechanics and Arctic Engineering (OMAE).,
13.
O’Neill, L., Fakas, E., Cassidy, M.J. (2004). A novel application
of constrained NewWave theory for floatover deck installations. Proc. 23rd Int. Conf. on
Offshore Mechanics and Arctic Engineering (OMAE).,
14.
Vlahos, G and Cassidy, M.J. (2004). Model jack-up tests
on clay soil. Int. Conf. on Structural and Foundation Failures.
15.
Cassidy, M.J. (2004). The use of
force-resultant models of shallow foundations in offshore applications.
Proc. of 6th
World Congress on Computational Mechanics (WCCM VI in conjunction with APCOM’04),
Tsinghua University Press and Springer-Verlag, Sept. 5-10, Beijing, China.
16.
Bienen, B. and Cassidy, M.J. (2004). Three-dimensional
analysis of jack-up structures. Developments in Mechanics of Structures and
Materials: Proc. 18th Australasian Conf. on the Mechanics of Structures and
Materials., A.A. Balkema, Perth, Australia, Vol. 1, pp. 345-351.
17.
18.
Bienen, B. and Cassidy, M.J. (2005). Simulation of
soil-structure-fluid interaction of jack-up structures. Proc. 11th Int. Conf. of
International Association of Computer Methods and Advances in Geomechanics
(IACMAG), Turin, Italy, Vol. 3, pp. 603-610.
19.
Vlahos, G., Cassidy, M.J. and Knowles, B. (2005). A comparative
assessment of the use of spudcans and caissons as the foundations of jack-up
structures. Proc. 24th Int. Conf. on Offshore Mechanics and Arctic Engineering
(OMAE).,
20.
Govoni, L., Gourvenec, S., Gottardi, G., Cassidy, M.J. (2006). Drum centrifuge tests of surface and embedded footings on sand.
Proc. 6th
Int. Conf. on Physical Modelling in Geotechnics.
21.
Bienen, B., Cassidy, M.J., Byron-Brown, J. and Byrne, B.W. (2006). Three-dimensional modelling of offshore jack-up structures: An
experimentally based research strategy. Proc. 6th Int.
Conf. on Physical Modelling in Geotechnics, Taylor & Francis, Ng, Zhang, Wang
(eds.), Hong Kong, Vol. 1, pp.617-623.
22.
Teh, K.L., Cassidy, M.J., Chow, Y.K., Leung, C.F. (2006). Effects of scale and progressive failure on spudcan ultimate bearing
capacity in sand. Proc. Int. Symp. On Ultimate Limit States of Geotechnical
Structures (ELU-ULS, Géotechnique).
23.
Govoni, L., Gottardi, G., Gourvenec, S., Cassidy, M.J. (2006): Modellazione in centrifuga di fondazioni superficiali su sabbia, Atti
del V Convegno Nazionale dei Ricercatori di Ingegneria Geotecnica (Proceedings of the 5th
National Symposium of Researchers of Geotechnical Engineering on Shallow and
Deep Foundations), Politecnico di Bari, 15-16 September, Vol. 1, pp.
163-175. (In Italian)
24.
Teh, K.L., Chow, Y.K., Leung, C.F., Cassidy, M.J., Foo, K.S
(2007). Miniature penetrometers responses in sand overlaying clay. Proc. 16th Southeast Asia
25.
Gaudin, C., Cassidy, M.J., Donovan, T. (2007). Spudcan
installation near existing footprints. 6th International Conference on Offshore
Site Investigation and Geotechnics,
26.
Cassidy, M.J. (2007). Deriving appropriate stiffness levels for
spudcan foundations. Proc 11th Int. Conf. on Jack-up Platform
Design, Construction and Operation, City University, London, UK (abstract sent
6 June 2007).
27.
Hodder, M. and Cassidy, M.J. (2008). Undrained response of pipelines
subjected to combined vertical and lateral loading. Proc. 2nd Int.
Conf. on Foundations ICOF2008. (abstract sent 6 June 2007).
28.
Bienen, B., Byrne, B.W., Houlsby, G.T. and Cassidy, M.J. 3D
analyses of a jack-up and its foundations. Proc. 2nd Int. Conf. on
Foundations ICOF2008. (abstract sent 10 June 2007).
1.
Houlsby, G.T., Byrne, B.W., Cassidy, M.J., Mangal, J.K., Martin,
C.M. (1999). Research on offshore foundations: Papers at the Offshore
Technology Conference 1999. OUEL Report No. 2197/99, Department of Engineering
Science,
2.
Cassidy, M.J., Eatock Taylor, R., Houlsby, G.T. (2000). Analysis
of jack-up units using a constrained NewWave methodology. OUEL Report No.
2224/00, Department of Engineering Science, The
3.
Cassidy, M.J. and Byrne, B.W. (2001). Drum centrifuge model tests
comparing the performance of spudcans and caissons in kaolin clay. Geo: 01259,
Centre for Offshore Foundation Systems, The University of
4.
5.
Cassidy, M.J., Vlahos, G. and Hodder, M. (2003). Push-over
experiments of a model jack-up unit in dense silica sand. Geo:03291, Centre for
Offshore Foundation Systems, The University of
6.
Cassidy, M.J. (2003). Centrifuge experiments investigating the
reinstallation of spudcans close to existing footprints. Geo:03296, Centre for
Offshore Foundation Systems, The University of
7.
Cassidy, M.J. (2003). Study of the effect spudcan configuration
has on the degree of foundation fixity and push-over capacity. Geo:03300,
Centre for Offshore Foundation Systems, The University of
8.
Cassidy, M.J. (2003). Drum centrifuge model tests comparing the
performance of spudcans and caissons in calcareous silt. Geo:03306, Centre for
Offshore Foundation Systems, The University of
9.
10.
Govoni, L., Gourvenec, S., Cassidy, M.J. (2005). Drum centrifuge model
tests of circular footings on silica sand. Geo: 05356, Centre for Offshore
Foundation Systems, The University of
11.
Brennan, A.J. and Cassidy, M.J. (2005). Centrifuge tests of
on-bottom pipelines on silica sand. Geo: 05365, Centre for Offshore Foundation
Systems, The University of
12.
Gaudin, C., Brown, T.A., Hodder, M., Cassidy, M.J. (2006).
Centrifuge experiments investigating use of jetting in spudcan extraction:
testing specification report to Keppel Offshore and Maritime Limited. Geo:
06384, Centre for Offshore Foundation Systems, The University of
13.
Cassidy, M.J., Gauer, P., Cleave, R., Langford, T. (2006). Greater
Plutonio pipe model testing: interpretation of longitudinal pipe-soil model
tests. Norwegian Geotechnical Institute report No. 20051088-3.
14.
Gaudin, C. and Cassidy, M.J. (2007). Feasibility and performance
of a hybrid foundation system (stage 1): testing specification report to Keppel
Offshore and Maritime Limited. Geo: 07401, Centre for Offshore Foundation
Systems, The University of Western Australia.