the Application of Attribute Load Method in Nonlinear Analysis of Pile-Soil Foundation under Lateral Load

The attribute load method, which can predict the response of horizontally resisted pile,is introduced. The nonlinear behavior of pile is characterized by this method described by dimensionless chart forms. It is indicated that the attribute load method is not only simpler than p-y curve analysis, but also well approximates the result (including lateral deflection and maximum bending moments of pile) measured in field load tests.