Figure 10
From: Slope stability analysis considering the strength anisotropy of c-φ soil
Effective plastic strain nephograms of slopes for anisotropic conditions (n = 0.85): (a) Fs = 0.97; (b) Fs = 0.94; (c) Fs = 0.92; (d) Fs = 0.94; (e) Fs = 0.96.
Figure 10 | Scientific Reports
