<p>A histrorically slopw moving embankment fill landslide on Secondary Highway 682:02 accelerated to failure in the spring of 2007. The landslide was translational with the failure plane cocated between 4.5 and 6.5m depth within native lacustrine clay. The ...

<p>Many soil stability problems in geotechnical engineering can be analyzed by means of the classical slip line method - a relatively rigorous (baseline) solution. A slip line solution satisfies the lower bound theorem in plasticity theory, ie it satisfies ...