Mechanical and Failure Characteristics of Grouting Cemented Coal under Different Degrees of Early Damage

Abstract

Pre-grouting is an effective method to reinforce fractured coal in front of working faces. The mining of adjacent working faces after grouting can cause early damage to the grouting cemented coal. To explore the mechanical properties of grouting cemented coal with different degrees of early damage, we designed and built a grouting equipment that was used on fractured coal to produce grouting cemented coal. In total, 0%, 20%, 40%, and 60% of the uniaxial compressive strength of complete coal were applied to the grouting cemented coal to produce early damage. The uniaxial compressive test, digital image correlation technology (DIC), acoustic emission (AE), and scan electron microscopy (SEM) were used to explore the changes in the mechanical properties of the grouting cemented coal with different early disturbance, and the surface and internal failure modes of the samples were investigated. The results show that with an increase in the early damage degree from 0% to 60%, the strength of the grouting cemented coal samples first increased and then decreased. Moreover, when the damage degree was 40%, the strength of the grouting cemented coal reached a maximum, which increased by 24.38% compared to that of the grouting cemented coal without damage. Under the low degree of damage, the samples exhibited tensile failure. As the damage degree increases, the samples’ failure mode changes to shear and mixed failure mode, and the breakdown speed increases. Internal crack propagation mostly occurred during the failure stage. As the damage degree increased, the failure stage increased, and the grouting cemented coal exhibited plastic characteristics. However, when the early damage degree increased to 60%, the samples exhibited typical brittle failure characteristics. The microstructure results show that the low degree of early damage for the samples is conducive to the infiltration of the slurry in coal, improving the grouting reinforcement effect. A large degree of early damage can lead to internal structural damage and strength degradation in grouting cemented coal.