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The document discusses the stability of a slope consisting of three soil layers. It provides the physical characteristics of each layer, including internal friction angle, cohesion, and density. It then calculates the shear strength parameters and safety factor for the slope. The slope ratio is determined to be 1:2.25. The safety factor is calculated to be 1.33 for the first potential sliding surface, indicating the slope is stable. Calculations are also shown for the second potential sliding surface.

Author

mario milanore

Language

EN