Static / Slope Analysis > Boundary > Slip Circular surface Static / Slope Analysis > Boundary > Constraint > AutoĠ5 Define Boundary Condition (Ground) Procedure 1
Static / Slope Analysis > Boundary > Water Level > Edge 2 Input element Size : 1.5 (1 m between two nodes)Ġ5 Define Boundary Condition (Water Level) Input element Size : 1 (1 m between two nodes) Procedure Select Edge(s) > Select edges 1 Input element Size : 1 (1m between two nodes)Ĭlick on the > icon to open the Advanced Option Window Select Edge(s) > Select 15 edges for “Embankment 3” as Model file (Refer to Project Overview > Material / Property) Integrated Solver Optimized for the next generation 64-bit platformįinite Element Solution s f or Geotechnic al EngineeringĠ2 Geometry works (Create or Import from AutoCAD )Ġ3 Define Material / Property for Soil & Structures General Elastic Modulus (E) (kN/m2) Poisson’s Ratio(v) Unit Weight(r) (kN/m3) Koġ. Rate of the maximum strength reduction is considered to be the minimum safety factor for the slope.Ġ2 Material for Soil and Structures Name Material Model Type At that point, slope failure is assumed, and the Strength Reduction Method (SRM): Shear strength is gradually reduced until theĬalculation no longer converges in analysis. Higher order elements will be used for better accuracy, and the safety Moreover, failure planes need not be assumed in advance, and the failure process can be automatically investigated. Simulation of close to real failure shapes and reflect the site conditions to find the minimumĬheck the stability, and appropriate reinforcement is introduced. UsingįEM offers accurate approximate solutions that satisfy force equilibrium, compatibility,Ĭonstitutive equations and boundary conditions at each point of the slope, which enables If the shear stress exceeds the shear strength, shear failure will take place. Shear stress inside the slope develops due to the self weight and external loadings. The stability of slopes created byĮmbankment or excavation is greatly affected by ground water, external loadings, earthquake, etc.Tutoria Tutoriall by Angel Angel Francisco Martinez Martinez Integrated Solver Optimized for the next generation 64-bit platformįinite Element Element Solution s f or Geotechnic Geotechnic al Engineering EngineeringĮxcavations Slope Stability Analysis during Excavation stages by 2 methods