Research Article
Influences of Pore-Water Pressure on Slope Stability considering Strength Nonlinearity
Figure 10
Critical heights of Oxford clay slopes undergoing different pore-water pressures. (a) B/H = 1. (b) B/H = 2. (c) B/H = 5. (d) 2D.
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(b) |
(c) |
(d) |