Advances in Civil Engineering / 2020 / Article / Fig 6

Research Article

An Extension of Taylor’s φ-Circle Method and Some Stability Charts for Submerged Slopes

Figure 6

Factor of safety charts for different static water levels: (a) c/H1 = 1.0, φ = 10°; (b) c/H1 = 1.0, φ = 20°; (c) c/H1 = 1.0, φ = 30°; (d) c/H1 = 2.0, φ = 10°; (e) c/H1 = 2.0, φ = 20°; (f) c/H1 = 2.0, φ = 30°.
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(b)
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(d)
(e)
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