A New Shear Strength Criterion for Rock Masses with Non-Persistent Discontinuities Considering the Nonlinear Progressive Failure Process.

Materials (Basel) · 2020 · PMC7659485 · PMID 33105562

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As shown in Figure 2 , once the connectivity rate increases, the correction coefficient A of the cohesion for rock bridges presents an increasing trend, while the correction coefficient B of the internal friction coefficient for rock bridges shows a decreasing trend.

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