Analysis of Combined Pile Foundations Exposed to Horizontal Load and Bending Moment

A method is presented for analyzing a combined pile foundation with inclined piles exposed to combined horizontal load and bending moment. A contact Winkler model was used, in the form of a multi-layer subgrade in which the subgrade reaction coefficient is constant within each layer. The nonlinearity of subgrade deformation and the piling material was taken into account. Analysis data are compared to experimental data.