Pile Group Analysis, Laterally Loaded Piles, P-Y Curves and Rock Socket.

PileLAT program adopts the p-y curve model of liquefied sand recommended in Rollins (2005) based on the full-scale lateral load tests.

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

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

A wide range of p-y curves are available in PileLAT and PileGroup programs for modelling behaviour of soils and rocks under lateral loading.