Advances in Civil Engineering / 2020 / Article / Fig 3

Research Article

Formulation of Anisotropic Strength Criterion for Geotechnical Materials

Figure 3

Effect of η1 on the failure loci and f(A) in the deviatoric plane with fixed η2 in the octahedral plane: (a, c, e) the failure curves and (b, d, f) the f(A).
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(b)
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