Examining the influence of soil parameters on earth dam slope stability in ABAQUS software

The stability of soil slopes and determination of stability safety factors have always been the subject of study for engineers and researchers. The factor safety of slopes can be determined by using the methods of limit equilibrium method (LEM), strength reduction method (SRM), and limit analysis. The equilibrium method determines the slope safety factor based on the equilibrium of the inter-slice force and without the analysis of tension and strain. In the strength reduction method, based on the tension-strain analysis, the strength of various points of the slope is reduced until it reaches the critical state, and by connecting all of the critical points, the critical rupture level will be obtained. Finite element software and finite difference software determine the safety factors in soil slopes by using the concepts of the strength reduction method. In this study, the safety factors of soil slopes are determined by using ABAQUS software and by using the concept of strength reduction method. Like other types of software, there is no option in ABAQUS for the determination of safety factors and it should be obtained by defining the concepts of strength reduction.