Research Article
Influences of Pore-Water Pressure on Slope Stability considering Strength Nonlinearity
Figure 12
Critical slip surfaces of London clay slopes undergoing different pore-water pressures. (a) β = 35°. (b) β = 45°. (c) β = 60°. (d) β = 75°.
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(b) |
(c) |
(d) |