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M. J. Cassidy

The following bibliography contains all publications indexed in this database that are linked with this name as either author, editor or any other kind of contributor.

  1. Houlsby, G. T. / Cassidy, M. J. (2002): A plasticity model for the behaviour of footings on sand under combined loading. In: Géotechnique, v. 52, n. 2 (March 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. In: Géotechnique, v. 56, n. 6 (August 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. In: Géotechnique, v. 63, n. 15 (December 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. In: Géotechnique, v. 58, n. 10 (December 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. In: Géotechnique, v. 54, n. 2 (March 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. In: Géotechnique, v. 52, n. 9 (November 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. In: Géotechnique, v. 55, n. 6 (August 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. In: Géotechnique, v. 52, n. 10 (December 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. In: Computers and Geotechnics, v. 84 (April 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. In: International Journal of Geomechanics, v. 10, n. 3 (June 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. In: International Journal of Geomechanics, v. 16, n. 2 (April 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. In: International Journal of Geomechanics, v. 17, n. 4 (April 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. In: Marine Structures, v. 64 (March 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. In: Advances in Structural Engineering, v. 9, n. 1 (February 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. In: Marine Structures, v. 17, n. 3-4 (May 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. In: Marine Structures, v. 19, n. 2-3 (April 2006).

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

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