Innovative Geotechnics

We are pleased to announce that PileLAT Version 2.3.2 is released with the following improvements and updates: Version 2.3.2 - February...

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...

We are pleased to announce that PileLAT Version 2.3.1 has been released with the following improvements and updates.

P-y curve model for weak carbonate rock proposed by Abbs (1983)

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 explains how to start a new analysis for laterally loaded single piles using the PileLAT program. Step by step, it demonstrates...

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

Laterally loaded piles under axial loading with considering P-Delta effect. The lateral displacement of pile foundation often shall be check

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...