Abstract: In this paper, the theoretical solutions of maximum deflection and moment for laterally loaded long piles in a uniform subgrade reaction modulus linear-plastic soil are presented. These solutions are in the form of normalized ...

Abstract: This paper presents a simplified method for the analysis and design of long piles under lateral load in uniform clays. The method is based on the concept of the coefficient of subgrade reaction with consideration of the ...

Abstract: Analytical solutions of normalized maximum deflection and normalized maximum moment for laterally loaded long piles in homogeneous elastoplastic soil under combined loads are presented in this paper. Both the normalized ...