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La bibliographie suivante contient toutes les publications répertoriées dans la base de données qui sont reliées à ce nom en tant qu'auteur, éditeur ou collaborateur.

  1. Sloan, S. W. / Assadi, A. / Purushothaman, N. (1990): Undrained stability of a trapdoor. Dans: Géotechnique, v. 40, n. 1 (mars 1990).

    https://doi.org/10.1680/geot.1990.40.1.45

  2. Tschuchnigg, F. / Schweiger, H. F. / Sloan, S. W. / Lyamin, A. V. / Raissakis, I. (2015): Comparison of finite-element limit analysis and strength reduction techniques. Dans: Géotechnique, v. 65, n. 4 (avril 2015).

    https://doi.org/10.1680/geot.14.P.022

  3. Merifield, R. S. / Sloan, S. W. / Yu, H. S. (2001): Stability of plate anchors in undrained clay. Dans: Géotechnique, v. 51, n. 2 (mars 2001).

    https://doi.org/10.1680/geot.2001.51.2.141

  4. Lyamin, A. V. / Salgado, R. / Sloan, S. W. / Prezzi, M. (2007): Two- and three-dimensional bearing capacity of footings in sand. Dans: Géotechnique, v. 57, n. 8 (octobre 2007).

    https://doi.org/10.1680/geot.2007.57.8.647

  5. Merifield, R. S. / Lyamin, A. V. / Sloan, S. W. (2006): Three-dimensional lower-bound solutions for the stability of plate anchors in sand. Dans: Géotechnique, v. 56, n. 2 (mars 2006).

    https://doi.org/10.1680/geot.2006.56.2.123

  6. Sloan, S. W. (2013): Geotechnical stability analysis. Dans: Géotechnique, v. 63, n. 7 (juin 2013).

    https://doi.org/10.1680/geot.12.RL.001

  7. Salgado, R. / Lyamin, A. V. / Sloan, S. W. / Yu, H. S. (2004): Two- and three-dimensional bearing capacity of foundations in clay. Dans: Géotechnique, v. 54, n. 5 (juin 2004).

    https://doi.org/10.1680/geot.2004.54.5.297

  8. Merifield, R. S. / Sloan, S. W. / Yu, H. S. (1999): Rigorous plasticity solutions for the bearing capacity of two-layered clays. Dans: Géotechnique, v. 49, n. 4 (août 1999).

    https://doi.org/10.1680/geot.1999.49.4.471

  9. Yu, H. S. / Salgado, R. / Sloan, S. W. / Kim, J. M. (1998): Limit Analysis versus Limit Equilibrium for Slope Stability. Dans: Journal of Geotechnical and Geoenvironmental Engineering, v. 124, n. 1 (janvier 1998).

    https://doi.org/10.1061/(ASCE)1090-0241(1998)124:1(1)

  10. Ali, Abid / Lyamin, A. V. / Huang, Jinsong / Sloan, S. W. / Cassidy, M. J. (2017): Undrained stability of a single circular tunnel in spatially variable soil subjected to surcharge loading. Dans: Computers and Geotechnics, v. 84 (avril 2017).

    https://doi.org/10.1016/j.compgeo.2016.11.013

  11. Sloan, S. W. / Assadi, A. (1991): Undrained stability of a square tunnel in a soil whose strength increases linearly with depth. Dans: Computers and Geotechnics, v. 12, n. 4 (janvier 1991).

    https://doi.org/10.1016/0266-352x(91)90028-e

  12. Shiau, J. S. / Merifield, R. S. / Lyamin, A. V. / Sloan, S. W. (2011): Undrained Stability of Footings on Slopes. Dans: International Journal of Geomechanics, v. 11, n. 5 (octobre 2011).

    https://doi.org/10.1061/(asce)gm.1943-5622.0000092

  13. Sołowski, W. T. / Sloan, S. W. (2015): Equivalent Stress Approach in Creation of Elastoplastic Constitutive Models for Unsaturated Soils. Dans: International Journal of Geomechanics, v. 15, n. 2 (avril 2015).

    https://doi.org/10.1061/(asce)gm.1943-5622.0000368

  14. Meng, J. / Huang, J. / Sheng, D. / Sloan, S. W. (2017): Quasi-Static Rheology of Granular Media Using the Static DEM. Dans: International Journal of Geomechanics, v. 17, n. 11 (novembre 2017).

    https://doi.org/10.1061/(asce)gm.1943-5622.0001001

  15. Sloan, S. W. (1993): A fast algorithm for generating constrained delaunay triangulations. Dans: Computers & Structures, v. 47, n. 3 (mai 1993).

    https://doi.org/10.1016/0045-7949(93)90239-a

  16. Abbo, A. J. / Sloan, S. W. (1995): A smooth hyperbolic approximation to the Mohr-Coulomb yield criterion. Dans: Computers & Structures, v. 54, n. 3 (février 1995).

    https://doi.org/10.1016/0045-7949(94)00339-5

  17. Yu, H. S. / Sloan, S. W. (1997): Finite element limit analysis of reinforced soils. Dans: Computers & Structures, v. 63, n. 3 (mai 1997).

    https://doi.org/10.1016/s0045-7949(96)00353-7

  18. Sloan, S. W. / Ng, W. S. (1989): A direct comparison of three algorithms for reducing profile and wavefront. Dans: Computers & Structures, v. 33, n. 2 (janvier 1989).

    https://doi.org/10.1016/0045-7949(89)90012-6

  19. Wang, S. Y. / Sloan, S. W. / Tang, C. A. / Zhu, W. C. (2012): Numerical simulation of the failure mechanism of circular tunnels in transversely isotropic rock masses. Dans: Tunnelling and Underground Space Technology, v. 32 (novembre 2012).

    https://doi.org/10.1016/j.tust.2012.07.003

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