Advantages of "consistent" approach over lumped methods for laterally loaded piles
It is common to analyze laterally loaded piles by treating the problem as a beam on an elastic foundation. In general, the finite element me
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
