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 shows the testing layout and Figure 2 shows the testing arrangement as reported by Rollins et al. (2003).
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 prestressed concrete piles in a 4 x 4 arrangement that were spaced at three pile diameters.