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Experimental and Numerical Investigation into Active–Passive Behavior and Shear Resistance of Anchored Rock Joints
You are already at the latest version To elucidate the active–passive reinforcement mechanisms of rock bolts and the evolution of shear strength in anchored rock joints, this study integrates theoretical analysis, laboratory direct shear tests, and numerical simulations to investigate the deformation and failure characteristics of fully grouted, end‑anchored, and prestressed bolted specimens.
Research on the Mechanism of the Passive Reinforcement of Structural Surface Shear Strength by Bolts under Structural Surface Dislocation
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