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M. F. Randolph

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. Clancy, P. / Randolph, M. F. (1996): Simple design tools for piled raft foundations. In: Géotechnique, v. 46, n. 2 (June 1996).

    https://doi.org/10.1680/geot.1996.46.2.313

  2. Martin, C. M. / Randolph, M. F. (2006): Upper-bound analysis of lateral pile capacity in cohesive soil. In: Géotechnique, v. 56, n. 2 (March 2006).

    https://doi.org/10.1680/geot.2006.56.2.141

  3. Randolph, M. F. (2003): Science and empiricism in pile foundation design. In: Géotechnique, v. 53, n. 10 (December 2003).

    https://doi.org/10.1680/geot.2003.53.10.847

  4. Randolph, M. F. (1981): The response of flexible piles to lateral loading. In: Géotechnique, v. 31, n. 2 (June 1981).

    https://doi.org/10.1680/geot.1981.31.2.247

  5. 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

  6. Randolph, M. F. / Puzrin, A. M. (2003): Upper bound limit analysis of circular foundations on clay under general loading. In: Géotechnique, v. 53, n. 9 (November 2003).

    https://doi.org/10.1680/geot.2003.53.9.785

  7. Zhou, H. / Randolph, M. F. (2009): Resistance of full-flow penetrometers in rate-dependent and strain-softening clay. In: Géotechnique, v. 59, n. 2 (March 2009).

    https://doi.org/10.1680/geot.2007.00164

  8. Watson, P. G. / Randolph, M. F. (1998): Skirted Foundations in Calcareous Soil.. In: Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, v. 131, n. 3 (July 1998).

    https://doi.org/10.1680/igeng.1998.30473

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