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Advances in Civil Engineering
/
2020
/
Article
/
Fig 7
/
Research Article
Formulation of Anisotropic Strength Criterion for Geotechnical Materials
Figure 7
Verifications of the two criteria for glass beads in (a) the octahedral plane; (b) the
b
–
φ
diagram (test data from [
35
]; this figure is reproduced from [
36
]).
(a)
(b)