A New Approach to Studying the Mechanical Characteristics of the Anchoring-Grouting System in Broken Surrounding Rock.

Sensors (Basel) · 2023 · PMC10648879 · PMID 37960632

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(2) With the increase in the initial preload, the bearing capacity of the anchoring–grouting system shows an increasing trend, because the preload results in higher friction between the surrounding rock and the cement and better integrity. 3.2.3.

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