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The document presents geotechnical analysis results for a slope stability assessment, including parameters such as height, unit weights, cohesion, and angles of internal friction. It details three failure analyses: at the toe, base, and body of the slope, providing factors of safety (F.S) and other relevant metrics for each scenario. The analysis indicates that the lowest F.S occurs at the toe of the slope with a value of 0.9006, suggesting potential instability.

Author

jeannyp

Language

EN