Research Article
Stability Charts for Pseudostatic Stability Analysis of 3D Homogeneous Soil Slopes Using Strength Reduction Finite Element Method
Figure 13
Contours of the maximum shear strain increment with factors of safety for 3D slopes with various λcφ values when β = 45°, W/H = 1.0, and Kh = 0: (a) λcφ = 0.05; (b) λcφ = 0.5; (c) λcφ = 1.0; (d) λcφ = 2.0.
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