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

The implementation of p-y curve for Reese Sand in PileLAT is based on Reese et al. (1974) for both static and cyclic loading conditions.

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...

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)

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 PileGroup Version 2.3.1 is released in February 2022 with various improvements.

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...