This fourteenth manual in the GEO5 engineering series is dedicated to the analysis of settlement for a single pile using the GEO5 Pile program. The manual guides users through different methods to calculate pile settlement, including both linear (Poulos) and nonlinear (Masopust) settlement theories. Available for download, this manual is a valuable resource for geotechnical engineers who need to assess the settlement behavior of pile foundations.
Learning Objective:
The goal of this manual is to teach users how to perform a detailed analysis of the settlement of a single pile using GEO5 software. Users will learn how to apply both linear and nonlinear settlement theories, input the necessary soil parameters, and evaluate the results to ensure that the pile’s settlement is within acceptable limits.
Assignment Description:
In this assignment, users are tasked with analyzing the settlement of a single pile, using both the linear settlement theory (Poulos) and the nonlinear settlement theory (Masopust). The analysis is based on the pile foundation problem specified in the previous manual and includes the calculation of settlement under service load conditions. The manual provides step-by-step instructions on setting up the problem, selecting the appropriate method, and interpreting the results.
Outcome:
Upon completing this assignment, users will be able to accurately assess the settlement of a single pile using GEO5 software. They will gain practical experience in applying both linear and nonlinear settlement theories, interpreting the results, and ensuring that the pile’s settlement meets the necessary serviceability limit state requirements.
Conclusions:
The manual concludes that the settlement of a single pile, depending on the analysis method used, ranges from 4.6 to 11.3 mm. This settlement is within the maximum allowable limit, confirming that the pile is satisfactory from the serviceability limit state perspective. The manual highlights the importance of selecting the appropriate analysis method and input parameters to accurately predict pile settlement.
📥 Download LINK
