Pile Group Analysis, Laterally Loaded Piles, P-Y Curves and Rock Socket.

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

This blog introduces a very useful tool for pile length variation analysis available in our PileLAT program for laterally loaded piles. When

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

In this blog, we explore the capabilities of PileAXL program in analyzing the axial capacity and settlement of piles.

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.

Partial factors can be applied to soil strength and external loads in the PileLAT program as per the design requirements in Eurocode.

In this analysis mode, the approximate closed form solutions for single piles subject to axial loading (Randolph and Wroth 1978a and 1978b)