About this document
Pile Lateral Capacity Analysis by Timo is a document available to read on EtoBox.
This document summarizes the analysis of axial and lateral loads on piles using the finite element method. It includes details of the soil properties, pile dimensions, material properties, and results of the analysis showing forces, moments, shear and soil pressure diagrams. The maximum moment is 194.46 kNm, maximum shear is 77.92 kN, and maximum soil pressure is 9.01 kN/m2. The analysis found the pile to be laterally stable.
- Author
- Timo
- Language
- EN