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Publicité

M. J. Cassidy

La bibliographie suivante contient toutes les publications répertoriées dans la base de données qui sont reliées à ce nom en tant qu'auteur, éditeur ou collaborateur.

  1. Houlsby, G. T. / Cassidy, M. J. (2002): A plasticity model for the behaviour of footings on sand under combined loading. Dans: Géotechnique, v. 52, n. 2 (mars 2002).

    https://doi.org/10.1680/geot.2002.52.2.117

  2. Bienen, B. / Byrne, B. W. / Houlsby, G. T. / Cassidy, M. J. (2006): Investigating six-degree-of-freedom loading of shallow foundations on sand. Dans: Géotechnique, v. 56, n. 6 (août 2006).

    https://doi.org/10.1680/geot.2006.56.6.367

  3. Lee, K. K. / Cassidy, M. J. / Randolph, M. F. (2013): Bearing capacity on sand overlying clay soils: experimental and finite-element investigation of potential punch-through failure. Dans: Géotechnique, v. 63, n. 15 (décembre 2013).

    https://doi.org/10.1680/geot.12.P.175

  4. Teh, K. L. / Cassidy, M. J. / Leung, C. F. / Chow, Y. K. / Randolph, M. F. / Quah, C. K. (2008): Revealing the bearing capacity mechanisms of a penetrating spudcan through sand overlying clay. Dans: Géotechnique, v. 58, n. 10 (décembre 2008).

    https://doi.org/10.1680/geot.2008.58.10.793

  5. Cassidy, M. J. / Byrne, B. W. / Randolph, M. F. (2004): A comparison of the combined load behaviour of spudcan and caisson foundations on soft normally consolidated clay. Dans: Géotechnique, v. 54, n. 2 (mars 2004).

    https://doi.org/10.1680/geot.2004.54.2.91

  6. Cassidy, M. J. / Houlsby, G. T. (2002): Vertical bearing capacity factors for conical footings on sand. Dans: Géotechnique, v. 52, n. 9 (novembre 2002).

    https://doi.org/10.1680/geot.2002.52.9.687

  7. Houlsby, G. T. / Cassidy, M. J. / Einav, I. (2005): A generalised Winkler model for the behaviour of shallow foundations. Dans: Géotechnique, v. 55, n. 6 (août 2005).

    https://doi.org/10.1680/geot.2005.55.6.449

  8. Cassidy, M. J. / Byrne, B. W. / Houlsby, G. T. (2002): Modelling the behaviour of circular footings under combined loading on loose carbonate sand. Dans: Géotechnique, v. 52, n. 10 (décembre 2002).

    https://doi.org/10.1680/geot.2002.52.10.705

  9. Ali, Abid / Lyamin, A. V. / Huang, Jinsong / Sloan, S. W. / Cassidy, M. J. (2017): Undrained stability of a single circular tunnel in spatially variable soil subjected to surcharge loading. Dans: Computers and Geotechnics, v. 84 (avril 2017).

    https://doi.org/10.1016/j.compgeo.2016.11.013

  10. Hodder, M. S. / White, D. J. / Cassidy, M. J. (2010): Analysis of Soil Strength Degradation during Episodes of Cyclic Loading, Illustrated by the T-Bar Penetration Test. Dans: International Journal of Geomechanics, v. 10, n. 3 (juin 2010).

    https://doi.org/10.1061/(asce)gm.1943-5622.0000041

  11. Lim, K. / Lyamin, A. V. / Cassidy, M. J. / Li, A. J. (2016): Three-Dimensional Slope Stability Charts for Frictional Fill Materials Placed on Purely Cohesive Clay. Dans: International Journal of Geomechanics, v. 16, n. 2 (avril 2016).

    https://doi.org/10.1061/(asce)gm.1943-5622.0000526

  12. Lim, K. / Cassidy, M. J. / Li, A. J. / Lyamin, A. V. (2017): Mean Parametric Monte Carlo Study of Fill Slopes. Dans: International Journal of Geomechanics, v. 17, n. 4 (avril 2017).

    https://doi.org/10.1061/(asce)gm.1943-5622.0000812

  13. Jun, M. J. / Kim, Y. H. / Hossain, M. S. / Cassidy, M. J. / Hu, Y. / Park, S. G. (2019): Global jack-up rig behaviour next to a footprint. Dans: Marine Structures, v. 64 (mars 2019).

    https://doi.org/10.1016/j.marstruc.2018.12.002

  14. Bienen, B. / Cassidy, M. J. (2006): Three-Dimensional Dynamic Analysis of Jack-up Structures. Dans: Advances in Structural Engineering, v. 9, n. 1 (février 2006).

    https://doi.org/10.1260/136943306776232873

  15. Cassidy, M. J. / Martin, C. M. / Houlsby, G. T. (2004): Development and application of force resultant models describing jack-up foundation behaviour. Dans: Marine Structures, v. 17, n. 3-4 (mai 2004).

    https://doi.org/10.1016/j.marstruc.2004.08.002

  16. Bienen, B. / Cassidy, M. J. (2006): Advances in the three-dimensional fluid–structure–soil interaction analysis of offshore jack-up structures. Dans: Marine Structures, v. 19, n. 2-3 (avril 2006).

    https://doi.org/10.1016/j.marstruc.2006.09.002

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