Research Article
Stability Charts for Pseudostatic Stability Analysis of 3D Homogeneous Soil Slopes Using Strength Reduction Finite Element Method
Figure 14
Contours of the maximum shear strain increment with factors of safety for 3D slopes with various Kh values when β = 45°, W/H = 1.0, and λcφ = 1.0: (a) Kh = 0; (b) Kh = 0.1; (c) Kh = 0.2; (d) Kh = 0.3.
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