Engineering Manual No. 8: Slope Stability Analysis Using GEO5


This eighth manual in our GEO5 engineering series focuses on the slope stability analysis of designed slopes with gravity walls. Using GEO5 software, this guide walks you through the verification of slope stability using both circular and polygonal slip surfaces, employing various methods of analysis. Available for download, this manual is an essential resource for geotechnical engineers who aim to ensure the stability of slopes under different conditions.

Learning Objective:

The objective of this manual is to teach users how to perform a comprehensive slope stability analysis using the GEO5 software. Users will learn to optimize and verify slope stability for both circular and polygonal slip surfaces, utilizing different methods such as Bishop and Spencer, to ensure the design meets the required safety factor.

Assignment Description:

In this assignment, users are tasked with performing a slope stability analysis for a designed slope with a gravity wall under a permanent design situation. The analysis will focus on optimizing circular and polygonal slip surfaces to find the critical slip surfaces that dictate the slope’s stability. The manual provides detailed instructions on inputting geometry, setting up soil parameters, and selecting appropriate analysis methods to achieve accurate results.

Outcome:

Upon completing the assignment, users will be able to conduct a reliable slope stability analysis using GEO5, ensuring that their designs meet the required safety factors. They will gain a deeper understanding of different methods of analysis, how to optimize slip surfaces, and how to apply these techniques to real-world geotechnical projects.

Conclusions:

The manual concludes that the slope stability of the designed slope with a gravity wall is satisfactory, with the Bishop method yielding a safety factor of 1.79 and the Spencer method yielding a safety factor of 1.52, both of which exceed the required safety factor of 1.5. The results confirm that the slope design meets all stability requirements and is suitable for implementation.


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