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G. T. Houlsby

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. Kelly, R. B. / Houlsby, G. T. / Byrne, B. W. (2006): A comparison of field and laboratory tests of caisson foundations in sand and clay. In: Géotechnique, v. 56, n. 9 (November 2006).

    https://doi.org/10.1680/geot.2006.56.9.617

  2. Houlsby, G. T. / Kelly, R. B. / Huxtable, J. / Byrne, B. W. (2005): Field trials of suction caissons in clay for offshore wind turbine foundations. In: Géotechnique, v. 55, n. 4 (May 2005).

    https://doi.org/10.1680/geot.2005.55.4.287

  3. Martin, C. M. / Houlsby, G. T. (2000): Combined loading of spudcan foundations on clay: laboratory tests. In: Géotechnique, v. 50, n. 4 (August 2000).

    https://doi.org/10.1680/geot.2000.50.4.325

  4. 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

  5. Graham, J. / Houlsby, G. T. (1983): Anisotropic elasticity of a natural clay. In: Géotechnique, v. 33, n. 2 (June 1983).

    https://doi.org/10.1680/geot.1983.33.2.165

  6. Schnaid, F. / Houlsby, G. T. (1991): An assessment of chamber size effects in the calibration of in situ tests in sand. In: Géotechnique, v. 41, n. 3 (September 1991).

    https://doi.org/10.1680/geot.1991.41.3.437

  7. Yu, H. S. / Houlsby, G. T. (1991): Finite cavity expansion in dilatant soils: loading analysis. In: Géotechnique, v. 41, n. 2 (June 1991).

    https://doi.org/10.1680/geot.1991.41.2.173

  8. Randolph, M. F. / Houlsby, G. T. (1984): The limiting pressure on a circular pile loaded laterally in cohesive soil. In: Géotechnique, v. 34, n. 4 (December 1984).

    https://doi.org/10.1680/geot.1984.34.4.613

  9. 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

  10. Houlsby, G. T. / Withers, N. J. (1988): Analysis of the cone pressuremeter test in clay. In: Géotechnique, v. 38, n. 4 (December 1988).

    https://doi.org/10.1680/geot.1988.38.4.575

  11. Houlsby, G. T. / Kelly, R. B. / Huxtable, J. / Byrne, B. W. (2006): Field trials of suction caissons in sand for offshore wind turbine foundations. In: Géotechnique, v. 56, n. 1 (February 2006).

    https://doi.org/10.1680/geot.2006.56.1.3

  12. 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

  13. Houlsby, G. T. / Hitchman, R. (1988): Calibration chamber tests of a cone penetrometer in sand. In: Géotechnique, v. 38, n. 1 (March 1988).

    https://doi.org/10.1680/geot.1988.38.1.39

  14. Houlsby, G. T. / Amorosi, A. / Rojas, E. (2005): Elastic moduli of soils dependent on pressure: a hyperelastic formulation. In: Géotechnique, v. 55, n. 5 (June 2005).

    https://doi.org/10.1680/geot.2005.55.5.383

  15. Gottardi, G. / Houlsby, G. T. / Butterfield, R. (1999): Plastic response of circular footings on sand under general planar loading. In: Géotechnique, v. 49, n. 4 (August 1999).

    https://doi.org/10.1680/geot.1999.49.4.453

  16. 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

  17. Martin, C. M. / Houlsby, G. T. (2001): Combined loading of spudcan foundations on clay: numerical modelling. In: Géotechnique, v. 51, n. 8 (September 2001).

    https://doi.org/10.1680/geot.2001.51.8.687

  18. Randolph, M. F. / Leong, E. C. / Houlsby, G. T. (1991): One-dimensional analysis of soil plugs in pipe piles. In: Géotechnique, v. 41, n. 4 (December 1991).

    https://doi.org/10.1680/geot.1991.41.4.587

  19. Teh, C. I. / Houlsby, G. T. (1991): An analytical study of the cone penetration test in clay. In: Géotechnique, v. 41, n. 1 (March 1991).

    https://doi.org/10.1680/geot.1991.41.1.17

  20. Zhu, B. / Byrne, B. W. / Houlsby, G. T. (2013): Long-Term Lateral Cyclic Response of Suction Caisson Foundations in Sand. In: Journal of Geotechnical and Geoenvironmental Engineering, v. 139, n. 1 (January 2013).

    https://doi.org/10.1061/(asce)gt.1943-5606.0000738

  21. Burd, H. J. / Houlsby, G. T. / Augarde, C. E. / Liu, G. (2000): Modelling tunnelling-induced settlement of masonry buildings. In: Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, v. 143, n. 1 (January 2000).

    https://doi.org/10.1680/geng.2000.143.1.17

  22. Houlsby, G. T. / Byrne, B. W. (2005): Design procedures for installation of suction caissons in clay and other materials. In: Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, v. 158, n. 2 (April 2005).

    https://doi.org/10.1680/geng.2005.158.2.75

  23. Houlsby, G. T. / Byrne, B. W. (2005): Design procedures for installation of suction caissons in sand. In: Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, v. 158, n. 3 (July 2005).

    https://doi.org/10.1680/geng.2005.158.3.135

  24. Houlsby, G. T. (1986): A General Failure Criterion for Frictional and Cohesive Materials. In: Soils and Foundations, v. 26, n. 2 (June 1986).

    https://doi.org/10.3208/sandf1972.26.2_97

  25. Dong, Y. P. / Burd, H. J. / Houlsby, G. T. (2018): Finite element parametric study of the performance of a deep excavation. In: Soils and Foundations, v. 58, n. 3 (June 2018).

    https://doi.org/10.1016/j.sandf.2018.03.006

  26. Likitlersuang, S. / Houlsby, G. T. / Chompoorat, T. (2009): Model for Shear Response of Asphaltic Concrete at Different Shear Rates and Temperatures. In: Journal of Engineering Mechanics (ASCE), v. 135, n. 11 (November 2009).

    https://doi.org/10.1061/(asce)0733-9399(2009)135:11(1257)

  27. Puzrin, A. M. / Houlsby, G. T. (2003): Rate-Dependent Hyperplasticity with Internal Functions. In: Journal of Engineering Mechanics (ASCE), v. 129, n. 3 (March 2003).

    https://doi.org/10.1061/(asce)0733-9399(2003)129:3(252)

  28. Williams, M. S. / Thompson, R. S. G. / Houlsby, G. T. (1998): Non-linear dynamic analysis of offshore jack-up units. In: Computers & Structures, v. 69, n. 2 (October 1998).

    https://doi.org/10.1016/s0045-7949(98)00119-9

  29. Pickhaver, J. A. / Burd, H. J. / Houlsby, G. T. (2010): An equivalent beam method to model masonry buildings in 3D finite element analysis. In: Computers & Structures, v. 88, n. 19-20 (October 2010).

    https://doi.org/10.1016/j.compstruc.2010.05.006

  30. 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

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