Innovative Geotechnics

Pushover analysis, also known as non-linear static analysis or pushover load analysis, is a common structural engineering method used to ass

P-Y curve model of massive rock is proposed by Liang et al. (2009). This model calculates the ultimate lateral resistance of rock with...

PileLAT predicts the pile settlement under compressive axial loading at the pile head. This unique feature is very useful. It enables the us

This blog presents a design example for a 1.2 m diameter reinforced concrete bored pile installed through interbedded clay and sand layers

This blog presents a case study for an example from "ICP Design Methods for Driven Piles in Sands and Clays” by Jardine et al. (2005)

PileAXL is a program for single piles under axial loading (compression or tension) for both onshore and offshore foundations.

P-Y curves for weak rock in the PileLAT program are calculated using the method proposed by Reese (1997) and shown in the figure below.

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