Discrete element analysis for active and passive pressure distribution on retaining wall

Analysis based on Discrete Element Method (DEM) is presented for active and passive earth pressure distribution behind a retaining wall under different modes of wall movement. Soil mass in the present model is treated as comprising of blocks which are connected by elasto-plastic Winkler-springs. The solution of this method satisfies all equilibrium and compatibility conditions. Formulation of the method is briefly reviewed. Examples are shown to demonstrate the applicability of the method for analyses of earth pressure behind a gravity retaining wall. The DEM can be used to study the sliding patterns of backfill blocks which effect the earth pressure distribution behind the wall. Advantages of this method over the conventional limit equilibrium method are also discussed.