Figure 9
From: Slope stability analysis considering the strength anisotropy of c-φ soil
Effective plastic strain nephograms of slopes for isotropic and anisotropic [(b)–(f), n = 0.707] conditions: (a) isotropic(n = 1), Fs = 1.03; (b) Fs = 0.89; (c) Fs = 0.825; (d) Fs = 0.79; (e) Fs = 0.81; (f) Fs = 0.87.
