![Sample our Engineering & Technology journals, sign in here to start your access, latest two full volumes FREE to you for 14 days]({"type":"image" , "src" : "/sda/5933/TOC-Subject-Sample-2021-Engineering-Tech.jpg"})
Abstract
In this paper, an alternative approach to the analysis of rigid piles is presented. Based on the concept of the boundary element method, in which only one element is used in the formulation, an analytical solution is obtained. Compared to the complicated numerical models presented by previous authors, the settlement of the pile top and the load of the pile tip are in high coincidence. This new method is very useful for geotechnical engineers before pile construction.
In addition, it is interesting to discover that the magical radius developed in the paper by Randolph can be derived analytically from Mindlin's equation. Based on this viewpoint, the methodology of Randolph's paper and the present research will be discussed and compared.
