Study on Shear Behavior and Failure Characteristics of Bolted Anisotropic Rock Joints.

Materials (Basel) · 2023 · PMC10058508 · PMID 36984088

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a decreasing trendno p-value reported

When λ value is 2.35, 3.78, 4.16 and 6.72, the horizontal component S of the deformation part of the bolt is 4.6, 4.3, 3.8 and 3.3 mm, respectively, showing a decreasing trend.

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