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

This blog documents a case study for laterally loaded piles in soils with both cohesion and friction (c-phi soils) using the PileLAT program

Matlock (1970) proposed p-y curve model for soft clay under both static and cyclic loading conditions. The following figures show the...

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

This blog presents a case study with using PileLAT program for a pile lateral load test carried out in Salt Lake City in 2003. Figure 1...

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