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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. Leblanc, C. / Byrne, B. W. / Houlsby, G. T. (2010): Response of stiff piles to random two-way lateral loading. In: Géotechnique, v. 60, n. 9 (September 2010).

    https://doi.org/10.1680/geot.09.T.011

  2. Butterfield, R. / Houlsby, G. T. / Gottardi, G. (1997): Standardized sign conventions and notation for generally loaded foundations. In: Géotechnique, v. 47, n. 5 (October 1997).

    https://doi.org/10.1680/geot.1997.47.5.1051

  3. Houlsby, G. T. (1997): The work input to an unsaturated granular material. In: Géotechnique, v. 47, n. 1 (February 1997).

    https://doi.org/10.1680/geot.1997.47.1.193

  4. Houlsby, G. T. / Martin, C. M. (2003): Undrained bearing capacity factors for conical footings on clay. In: Géotechnique, v. 53, n. 5 (June 2003).

    https://doi.org/10.1680/geot.2003.53.5.513

  5. Houlsby, G. T. (1982): Theoretical analysis of the fall cone test. In: Géotechnique, v. 32, n. 2 (June 1982).

    https://doi.org/10.1680/geot.1982.32.2.111

  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. Leblanc, C. / Houlsby, G. T. / Byrne, B. W. (2010): Response of stiff piles in sand to long-term cyclic lateral loading. In: Géotechnique, v. 60, n. 2 (February 2010).

    https://doi.org/10.1680/geot.7.00196

  8. Koumoto, T. / Houlsby, G. T. (2001): Theory and practice of the fall cone test. In: Géotechnique, v. 51, n. 8 (September 2001).

    https://doi.org/10.1680/geot.2001.51.8.701

  9. Houlsby, G. T. / Wroth, C. P. (1991): The Variation of Shear Modulus of a Clay with Pressure and Overconsolidation Ratio. In: Soils and Foundations, v. 31, n. 3 (September 1991).

    https://doi.org/10.3208/sandf1972.31.3_138

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