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Location of critical slip surface though stone cliff face?
Hello, I've been asked to check the stability of several compacted clay slopes being constructed in a disused quarry. The slopes are going to run from the crest of the existing cliff face, at a gradient of 1 in 3, to the floor of the quarry. I've calculated the factors of safety using the φu =...- Kieranosullivan
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- Replies: 5
- Forum: Slope stability engineering
