| Abstract: | An attempt is made to present an automated analysis of laterally loaded piles using subgrade reaction theory and the P-δ curves governing the soil properties. The finite difference method is applied in establishing the governing equations. The pile response is obtained using the boundary conditions improved by Newtonian method. Results obtained are forces, moments, deflections and soil reactions for various depths of strata in which such piles exist. Based on these results future recommendations are made. |
