top of page
Featured Posts
A case study for laterally loaded piles in c-phi soils using the PileLAT program
This blog documents a case study for laterally loaded piles in soils with both cohesion and friction (c-phi soils) using the PileLAT program
Oct 5, 2021
Matlock soft clay p-y curve model for laterally loaded piles
Matlock (1970) proposed p-y curve model for soft clay under both static and cyclic loading conditions. The following figures show the...
Sep 23, 2021
P-y curve model of liquefied sand - Rollins et al. (2005)
PileLAT program adopts the p-y curve model of liquefied sand recommended in Rollins (2005) based on the full-scale lateral load tests.
Aug 24, 2021
Salt Lake City Single Pile Lateral Load Test - Case Study with Using PileLAT Program
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...
Mar 9, 2017
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
Feb 13, 2017
bottom of page