Innovative Geotechnics

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