In using traditional nonlinear optimization techniques for determining the
critical slip surface in slope-stability analysis there is generally some u
ncertainty as to robustness of the algorithms to locate the global minimum
factor of safety rather than the local minimum factor of safety for complic
ated and non-homogeneous geological subsoil conditions. This paper describe
s the incorporation of a genetic algorithm methodology which is becoming in
creasingly popular in engineering optimization problems as it has been show
n in a wide variety of problems to be suitably robust for the search not to
become trapped in local optima. First, the general principles of genetic a
lgorithms are described. The genetic algorithm procedure used to locate the
critical circular slip surface is then described. The Eve examples present
ed indicate that the search strategy was sufficiently robust and efficient
to handle multi-layered soils.