S. W. Sloan
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- Comparison of finite-element limit analysis and strength reduction techniques. Dans: Géotechnique, v. 65, n. 4 (avril 2015). (2015):
- Stability of plate anchors in undrained clay. Dans: Géotechnique, v. 51, n. 2 (mars 2001). (2001):
- Two- and three-dimensional bearing capacity of footings in sand. Dans: Géotechnique, v. 57, n. 8 (octobre 2007). (2007):
- Three-dimensional lower-bound solutions for the stability of plate anchors in sand. Dans: Géotechnique, v. 56, n. 2 (mars 2006). (2006):
- Geotechnical stability analysis. Dans: Géotechnique, v. 63, n. 7 (juin 2013). (2013):
- Two- and three-dimensional bearing capacity of foundations in clay. Dans: Géotechnique, v. 54, n. 5 (juin 2004). (2004):
- Rigorous plasticity solutions for the bearing capacity of two-layered clays. Dans: Géotechnique, v. 49, n. 4 (août 1999). (1999):
- Limit Analysis versus Limit Equilibrium for Slope Stability. Dans: Journal of Geotechnical and Geoenvironmental Engineering, v. 124, n. 1 (janvier 1998). (1998):
- Undrained stability of a single circular tunnel in spatially variable soil subjected to surcharge loading. Dans: Computers and Geotechnics, v. 84 (avril 2017). (2017):
- 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). (1991):
- Undrained Stability of Footings on Slopes. Dans: International Journal of Geomechanics, v. 11, n. 5 (octobre 2011). (2011):
- Equivalent Stress Approach in Creation of Elastoplastic Constitutive Models for Unsaturated Soils. Dans: International Journal of Geomechanics, v. 15, n. 2 (avril 2015). (2015):
- Quasi-Static Rheology of Granular Media Using the Static DEM. Dans: International Journal of Geomechanics, v. 17, n. 11 (novembre 2017). (2017):
- A fast algorithm for generating constrained delaunay triangulations. Dans: Computers & Structures, v. 47, n. 3 (mai 1993). (1993):
- A smooth hyperbolic approximation to the Mohr-Coulomb yield criterion. Dans: Computers & Structures, v. 54, n. 3 (février 1995). (1995):
- Finite element limit analysis of reinforced soils. Dans: Computers & Structures, v. 63, n. 3 (mai 1997). (1997):
- A direct comparison of three algorithms for reducing profile and wavefront. Dans: Computers & Structures, v. 33, n. 2 (janvier 1989). (1989):
- Numerical simulation of the failure mechanism of circular tunnels in transversely isotropic rock masses. Dans: Tunnelling and Underground Space Technology, v. 32 (novembre 2012). (2012):