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Modeling lateral enlargement in dam breaches using slope stability analysis based on circular slip mode

Geotechnical EngineeringRock SlideEarthquake EngineeringEngineeringSlope StabilityRock SlopeDam FoundationMechanical EngineeringCivil EngineeringCircular Slip ModeGeomechanicsDam BreachesEmbankment DamHydraulic EngineeringStructural EngineeringLateral Enlargement