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Evaluating the effects of the magnitude and amplification of pseudo-static acceleration on reinforced soil slopes and walls using the limit equilibrium Horizontal Slices Method

Geotechnical EngineeringEngineeringSlope StabilityGeotechnical PropertyFoundation EngineeringCivil EngineeringSoil-structure InteractionReinforced Soil SlopesGeomechanicsPseudo-static AccelerationStructural MechanicsStructural EngineeringSoil Mechanic