P-y method
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The p-y method is an analysis of laterally-loaded piles that relies on the use of multiple non-linear springs along the shaft of the pile. The unit force p is related to the lateral displacement y through:
- p = ky
where k is non-linear. The relationship above is often given as a non-linear curve or equation between p and y.
[edit] Reference
- Salgado, R. (2007). "The Engineering of Foundations." Mc-Graw-Hill, in press. (1)
