Roosevelt Bridge Pile Group Lateral Load Test - Case Study with Using PileGroup Program
The lateral load behaviour of a 16-piles group was studied by Ruesta and Townsend (1997) in Stuart, Florida. The pile group was composed of
API p-y curve models for laterally loaded piles
A wide range of p-y curves are available in PileLAT and PileGroup programs for modelling behaviour of soils and rocks under lateral loading.
