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Slope Stability Analysis by Shear Strength Reduction Method. Farshidfar N., Nayeri A. J. Civil Eng. Urban., 5(1): 35-37, 2015; pii:S22520430150008-5 Abstract This research uses the shear strength reduction method to study soil slopes stability. In this method shear strength is considered to be reduced as less as failure occurs. It uses Plaxis, which is capable of calculating deformations rates and safety factors by gaining geometry data of a problem and soil specifications and using the finite element method (FEM). The analysis is performed at both static and pseudo-static modes. The effects of different parameters on slopes stability are shown by performing several analyses. Finally, the analyses performed by this method are compared with the ones obtained by finite difference method (FDM). Keywords: Finite Differential Method, Finite Element Method, Limit Equilibrium Method, Shear Strength Reduction, Soil slopes, Plaxis, Pseudo-Static. [Full text-PDF] منبع: [Hidden Content] J. Civil Eng. Urban., 5 (1) 35-37, 2015.pdf