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.

Simpson and Brown (2003) addressed this issue by developing specific p-y curves tailored to the behaviour of Piedmont residual soils

Pseudo-static analysis for pile foundations subject to liquefaction and lateral spreading requires the using of appropriate p-y curve models

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 case study for the test piles driven into interbedded sand and stiff clay layers based on the testing results

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

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.