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).
A wide range of p-y curves are available in PileLAT and PileGroup programs for modelling behaviour of soils and rocks under lateral loading. This blog presents and discusses API models for cohesive and cohesionless soils under lateral loading.