Numerical Evaluation of Geogrid-Reinforced Slopes under Various Soil and Geometric Configurations
This study examines the stability of geogrid-reinforced slopes under different soil and geometric conditions using SLOPE/W. The Morgenstern–Price method was used to analyze three homogeneous soil parameter sets: silty clay, clayey sand, and clayey silt. Four slope inclinations (25°, 30°, 45°, and 60°) were considered,...