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