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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. Hyde, A. F. L. / Ward, S. J. (1985): A Pore pressure and stability model for a silty clay under repeated loading. In: Géotechnique, v. 35, n. 2 (June 1985).

    https://doi.org/10.1680/geot.1985.35.2.113

  2. Hyde, A. F. L. / Brown, S. F. (1976): The plastic deformation of a silty clay under creep and repeated loading. In: Géotechnique, v. 26, n. 1 (March 1976).

    https://doi.org/10.1680/geot.1976.26.1.173

  3. Yasufuku, N. / Hyde, A. F. L. (1995): Pile end-bearing capacity in crushable sands. In: Géotechnique, v. 45, n. 4 (December 1995).

    https://doi.org/10.1680/geot.1995.45.4.663

  4. Brown, S. F. / Lashine, A. K. F. / Hyde, A. F. L. (1975): Repeated load triaxial testing of a silty clay. In: Géotechnique, v. 25, n. 1 (March 1975).

    https://doi.org/10.1680/geot.1975.25.1.95

  5. Hyodd, M. / Hyde, A. F. L. / Aramaki, N. (1998): Liquefaction of crushable soils. In: Géotechnique, v. 48, n. 4 (August 1998).

    https://doi.org/10.1680/geot.1998.48.4.527

  6. Tarantino, A. / Hyde, A. F. L. (2005): An experimental investigation of work dissipation in crushable materials. In: Géotechnique, v. 55, n. 8 (October 2005).

    https://doi.org/10.1680/geot.2005.55.8.575

  7. Brown, M. J. / Hyde, A. F. L. / Anderson, W. F. (2006): Analysis of a rapid load test on an instrumented bored pile in clay. In: Géotechnique, v. 56, n. 9 (November 2006).

    https://doi.org/10.1680/geot.2006.56.9.627

  8. Brown, M. J. / Hyde, A. F. L. (2006): Some observations on Statnamic pile testing. In: Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, v. 159, n. 4 (October 2006).

    https://doi.org/10.1680/geng.2006.159.4.269

  9. Hyde, A. F. L. (1984): Some preliminary test data on cement–pfa–anhydrite mixes. In: Magazine of Concrete Research, v. 36, n. 128 (September 1984).

    https://doi.org/10.1680/macr.1984.36.128.174

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