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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. Gourvenec, S. (2007): Failure envelopes for offshore shallow foundations under general loading. In: Géotechnique, v. 57, n. 9 (November 2007).

    https://doi.org/10.1680/geot.2007.57.9.715

  2. Gourvenec, S. / Barnett, S. (2011): Undrained failure envelope for skirted foundations under general loading. In: Géotechnique, v. 61, n. 3 (March 2011).

    https://doi.org/10.1680/geot.9.T.027

  3. Gourvenec, S. (2007): Shape effects on the capacity of rectangular footings under general loading. In: Géotechnique, v. 57, n. 8 (October 2007).

    https://doi.org/10.1680/geot.2007.57.8.637

  4. Gourvenec, S. (2008): Effect of embedment on the undrained capacity of shallow foundations under general loading. In: Géotechnique, v. 58, n. 3 (April 2008).

    https://doi.org/10.1680/geot.2008.58.3.177

  5. Gourvenec, S. / Randolph, M. (2003): Effect of strength non-homogeneity on the shape of failure envelopes for combined loading of strip and circular foundations on clay. In: Géotechnique, v. 53, n. 6 (August 2003).

    https://doi.org/10.1680/geot.2003.53.6.575

  6. Gourvenec, S. / Steinepreis, M. (2007): Undrained Limit States of Shallow Foundations Acting in Consort. In: International Journal of Geomechanics, v. 7, n. 3 (May 2007).

    https://doi.org/10.1061/(asce)1532-3641(2007)7:3(194)

  7. Gourvenec, S. / Jensen, K. (2009): Effect of Embedment and Spacing of Cojoined Skirted Foundation Systems on Undrained Limit States under General Loading. In: International Journal of Geomechanics, v. 9, n. 6 (November 2009).

    https://doi.org/10.1061/(asce)1532-3641(2009)9:6(267)

  8. Gourvenec, S. / Powrie, W. / De Moor, E. K. (2002): Three-dimensional effects in the construction of a long retaining wall. In: Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, v. 155, n. 3 (July 2002).

    https://doi.org/10.1680/geng.2002.155.3.163

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