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Innovative Geotechnics
Pile Group Analysis, Laterally Loaded Piles, P-Y Curves and Rock Socket.
Single Piles and Pile Groups under General Loading
Featured Posts
P-Y Curves for Reese Sand
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.
PileLAT
Jan 11
P-y curve model of weak rock - Reese (1997)
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.
PileLAT
Mar 7, 2022
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