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- P-y_method abstract "In geotechnical civil engineering, the p-y method is a method of analyzing the ability of deep foundations to resist loads applied in the lateral direction. This method uses the finite difference method and p-y graphs to find a solution. P-y graphs are graphs which relate the force applied to soil to the lateral deflection of the soil. In essence, non-linear springs are attached to the foundation in place of the soil. The springs can be represented by the following equation: where k is the non-linear spring stiffness defined by the p-y curve, y is the deflection of the spring, and p is the force applied to the spring.The p-y curves vary depending on soil type.".
- P-y_method wikiPageExternalLink book.htm.
- P-y_method wikiPageID "3823863".
- P-y_method wikiPageRevisionID "529757433".
- P-y_method hasPhotoCollection P-y_method.
- P-y_method subject Category:Geotechnical_engineering.
- P-y_method comment "In geotechnical civil engineering, the p-y method is a method of analyzing the ability of deep foundations to resist loads applied in the lateral direction. This method uses the finite difference method and p-y graphs to find a solution. P-y graphs are graphs which relate the force applied to soil to the lateral deflection of the soil. In essence, non-linear springs are attached to the foundation in place of the soil.".
- P-y_method label "P-y method".
- P-y_method sameAs m.0b1v_d.
- P-y_method sameAs Q7116942.
- P-y_method sameAs Q7116942.
- P-y_method wasDerivedFrom P-y_method?oldid=529757433.
- P-y_method isPrimaryTopicOf P-y_method.