Civil MDC

Lateral Load Pile P-Y Method 2

Lateral Load Pile P-Y Method

The p-y method is widely used for design of laterally loaded piles. This method replaces the soil reaction with a series of independent nonlinear springs. The p-y curves represent the nonlinear behavior of the soil by relating the soil reaction and pile deflection at points along the pile length

Leave a Comment

Your email address will not be published.