1. State-of-the-art: limit equilibrium and finite element analysis of slopes;Duncan;ASCE J Geotech Geoenviron Eng,1996
2. A simple plasticity theory for frictional cohesionless soils;Prevost;Soil Dyn Earthquake Eng,1985
3. Dynaflow—A nonlinear transient finite element analysis program. Version 2002 Release 01.A. (first release: 1981);Prevost,2002
4. Three-dimensional analysis of Infiernillo dam during construction and filling of the reservoir;Justo;Int J Numer Anal Methods Geomech,1983
5. Byrne RJ, Kendall J, Brown S. Cause and mechanism of failure, Kettleman Hills landfill B-19, Phase IA. In: Proceedings of the ASCE specialty conference on stability and performance of slopes and embankments—II, vol. 2, 1992; p. 1188–215.