Prediction of the sliding type and critical factor of safety in

Behind the factor of safety

Effect of Inclined Clay Core on Embankment Dam Seepage and Stability Through LEM and FEM

Criterion of shear failure along a surface inside soil-mass and its application to progressive failure analysis

Comparison of Culmann's method with other methods for calculating the

Slide2 Documentation Slip Surfaces and Factor of Safety

Frontiers Stability Satisfied Design and Construction of Excavated Soil Dumps in a Soft Soil Region in China

Factor of safety for critical slip surface in each case of

Frontiers Determining the Critical Slip Surface of Slope by

A new method for quantitative identification of potential