A NUMERICAL STUDY OF SANDY SLOPES REINFORCED WITH PILES

Utilization of Soil Nailing Technique to Improve Sand Slopes under Seismic Loading

Improvement the Performance of an Open Tunnel Based on a Numerical Study

Behavior of Laterally Loaded Pile Groups Adjacent to a Slope - A Numerical Study

Utilization of soil nailing technique to improve sand slopes under Seismic loading

Numerical modeling of skirted foundation adjacent to sand slope under earthquake loading

Optimized Numerical Models of Slope Stability of Roads Embankment Using Limit Equilibrium Method

Seismic Stability Evaluation Based on the Design Safety Limit of R.C. Building Frames Close to Slope

ASSESSMENT OF SLOPE STABILITY USING FEM

EXPERIMENTAL STUDY OF ROCK TEXTURES ON SLOPE STABILITY