About this document
Elastic Analysis of Single Piles by Anonymous hhdd4mOmOh is a document available to read on EtoBox.
This document describes an elastic settlement analysis of a single pile based on the Randolph and Wroth (1978, 1979) rigid pile solution. It provides input values for the pile properties, loading conditions, and soil properties. The analysis calculates equivalent pile parameters, dimensionless parameters, vertical displacement at the pile top of 4.86 mm, and that 16.79% of the total load is transferred to the pile base.
- Author
- Anonymous hhdd4mOmOh
- Language
- EN