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G. T. Houlsby

Die folgende Bibliografie enthält alle in dieser Datenbank indizierten Veröffentlichungen, die mit diesem Namen als Autor, Herausgeber oder anderweitig Beitragenden verbunden sind.

  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 (Mai 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 (März 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 (Juni 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 (Juni 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 (Dezember 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 (Dezember 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 (Februar 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 (März 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 (Juni 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 (Dezember 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 (Dezember 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 (März 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 (Januar 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 (Januar 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 (Juli 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 (Juni 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 (Juni 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 (März 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 (Oktober 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 (Oktober 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 (Mai 2004).

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

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