Stability Charts for Fill Slopes Based on Finite Element Limit Analysis Methods

Investigation of dilatancy angle effects on slope stability using the 3D finite element method strength reduction technique

(2019) Horn-Da Lin et al.   COMPUTERS AND GEOTECHNICS

Spatial variability analysis of soil strength to slope stability assessment

(2017) Mara Lombardi et al.   Geomechanics and Engineering

Mean Parametric Monte Carlo Study of Fill Slopes

(2017) K. Lim et al.   International Journal of Geomechanics

Three-Dimensional Slope Stability Charts for Frictional Fill Materials Placed on Purely Cohesive Clay

(2016) K. Lim et al.   International Journal of Geomechanics

Reducing the Transformation Uncertainty for the Mobilized Undrained Shear Strength of Clays

(2015) Jianye Ching et al.   JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING

Ultimate Bearing Capacity of a Strip Footing on Ground Reinforced by a Trench

(2015) M. Bouassida et al.   International Journal of Geomechanics

Slope Stability Charts for Two-Layered Purely Cohesive Soils Based on Finite-Element Limit Analysis Methods

(2015) Z. G. Qian et al.   International Journal of Geomechanics

Effects of geometries on three-dimensional slope stability

(2013) Yingbin Zhang et al.   CANADIAN GEOTECHNICAL JOURNAL

Parametric Monte Carlo studies of rock slopes based on the Hoek–Brown failure criterion

(2012) A.J. Li et al.   COMPUTERS AND GEOTECHNICS

Three-Dimensional Limit Analysis of Slopes with Pore Pressure

(2012) Radoslaw L. Michalowski et al.   JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING

Limit Analysis and Stability Charts for 3D Slope Failures

(2010) Radoslaw L. Michalowski   JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING

Limit analysis solutions for three dimensional undrained slopes

(2009) A.J. Li et al.   COMPUTERS AND GEOTECHNICS