Structural Behaviour of Metakaolin Geopolymer Concrete Wall-Type Abutments with Connected Wing Walls

This study work is related to exploring the role of connected wing walls in changing behaviour a metakaolin geopolymer wall type abutment when acted upon by all forces that are generally applied on short-span bridge. The modelling with done using STAAD Pro V8i SS6 software and loading for analysis as per IRC: 6-2016. 4-noded plate elements members, here meshed quadrilateral meshing feature. wall-type analyzed various models basic parameters such length walls, height number lanes bridge, live load results obtained form bending moments from cases, which show us some really interesting walls. As increased, they take up more horizontal than deflection way different cantilever wall, hence, it shows design aspects need be checked. Also, cause middle an result; now, proves after casting monolithically cannot we care this moment providing required reinforcement. short, torsional become critical.