R. S. Merifield
- Stability of plate anchors in undrained clay. Dans: Géotechnique, v. 51, n. 2 (mars 2001). (2001):
- Three-dimensional lower-bound solutions for the stability of plate anchors in sand. Dans: Géotechnique, v. 56, n. 2 (mars 2006). (2006):
- Rigorous plasticity solutions for the bearing capacity of two-layered clays. Dans: Géotechnique, v. 49, n. 4 (août 1999). (1999):
- Undrained Stability of Footings on Slopes. Dans: International Journal of Geomechanics, v. 11, n. 5 (octobre 2011). (2011):
- Trench Stability under Bentonite Pressure in Purely Cohesive Clay. Dans: International Journal of Geomechanics, v. 14, n. 1 (février 2014). (2014):
- Slope Stability Charts for Two-Layered Purely Cohesive Soils Based on Finite-Element Limit Analysis Methods. Dans: International Journal of Geomechanics, v. 15, n. 3 (juin 2015). (2015):
- Kinematic limit analysis of pullout capacity for plate anchors in sandy slopes. Dans: Structural Engineering and Mechanics, v. 51, n. 4 (août 2014). (2014):