Dr Muhammad Shazzad Hossain
Journal papers
16. Hossain, M.S. and Randolph, M.F. (2012). Spudcan foundations on multi-layered soils with interbedded sand and stiff clay layers. Int. J. Offshore and Polar Engineering, submitted in August 2011.
15. Hossain, M.S., Yu, L., Hu, Y., Ekaputra, D. and Li, X. (2012). Skirted foundation to mitigate punch-through on sand-over-clay. Géotechnique Themed Issue, submitted in October 2011 (Manuscript number Géotechnique -2012-OG-007).
14. Hossain, M.S. and Fourie, A. (2012). Stability of a strip foundation on sand embankment over mine tailings. Géotechnique, submitted in June 2011 (Manuscript number Géotechnique-11-P-111).
13. Divya, S.K.M., Gourvenec, S.M., Randolph, M.F. and Hossain, M.S. (2011). Failure mechanisms of skirted foundations uplift & compression. International Journal of Physical Modelling in Geotechnics, under press.
12. Hossain, M.S., Lehane, B.M., Hu, Y. and Gao, Y. (2011). Soil flow mechanisms around and between stiffeners of caissons during installation in clay. Canadian Geotechnical Journal, accepted in November 2011.
11. Hossain, M.S., Randolph, M.F. and Saunier, Y.N. (2011). Spudcan deep penetration in multi-layered fine-grained soils. International Journal of Physical Modelling in Geotechnics, 11(3).
10. Hossain, M.S., Cassidy, M.J., Baker, R. and Randolph, M.F. (2011). Optimisation of perforation drilling for mitigating punch-through in multi-layered clays. Canadian Geotechnical Journal, 48(11), 1658-1673.
9. Hossain, M.S. and Randolph, M.F. (2011). Reply to Discussion by E.T.R. Dean on âDeep-penetrating spudcan foundations on layered clays: centrifuge testsâ (original paper Géotechnique, 60(3), 157–170). Géotechnique, 61(1), 85–87.
8. Gaudin, C., Cassidy, M.J., Bienen, B. and Hossain, M.S. (2010). A review of the recent contribution made by geotechnical centrifuge modelling to the understanding of jack-up spudcan behaviour. Applied Ocean Research, 38(7), 900-914.
7. Hossain, M.S., Cassidy, M.J., Daley, D. and Hannan, R. (2010). Experimental investigation of perforation drilling in stiff-over-soft clay. Applied Ocean Research, 32(1), 113-123.
6. Hossain, M.S. and Randolph, M.F. (2010). Deep-penetrating spudcan foundations on layered clays: numerical analysis. Géotechnique, 60(3), 171-184.
5. Hossain, M.S. and Randolph, M.F. (2010). Deep-penetrating spudcan foundations on layered clays: centrifuge tests. Géotechnique, 60(3), 157-170.
4. Hossain, M.S. and Randolph, M.F. (2009). New mechanism-based design approach for spudcan foundations on single layer clay. J. Geotechnical and Geoenvironmental Engineering, ASCE, 135(9), 1264-1274.
3. Hossain, M.S. and Randolph, M.F. (2009). Effect of strain rate and strain softening on the penetration resistance of spudcan foundations on clay. Int. J. Geomechanics, ASCE, 9(3), 122-132.
2. Hossain, M.S. and Hu, Y. (2005). Soil failure mechanisms associated with spudcan foundations on clay. Australian Geomechanics, 40(3), 103-110.
1. Hossain, M.S., Hu, Y., Randolph, M.F. and White, D.J. (2005). Limiting cavity depth for spudcan foundations penetrating clay. Géotechnique, 55(9), 679-690.
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