Advances in Civil Engineering / 2020 / Article / Fig 8

Research Article

Stability Charts for Pseudostatic Stability Analysis of Rock Slopes Using the Nonlinear Hoek–Brown Strength Reduction Technique

Figure 8

The seismic weighting factors for rock slopes with (a) β = 30°, (b) β = 45°, (c) β = 60°, and (d) β = 75°.
(a)
(b)
(c)
(d)

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