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The document provides an overview of analyzing laterally loaded piles using the p-y curve method as implemented in the LPILE software. It discusses the basic theory including the numerical solution procedure and characteristic shapes of p-y curves. The document also covers available p-y curve criteria for soils like soft clay, stiff clay, sand, and rock. Additional topics include considerations for large diameter piles, the effect of nonlinear pile stiffness, and special features in LPILE like modeling diff

Author

Rivai

Language

EN