Roadway surrounding rock stability under high in-situ stress is a core challenge in mining geomechanics. This paper presents an empirical and analytical study on the temporal-spatial evolution of acoustic emission (AE) during fracture of raw coal specimens with a pre-fabricated simulated roadway. A true triaxial loading system was adopted to reproduce two typical stress paths, i.e., vertical loading coupled with lateral unloading and pure vertical loading, to mimic the stress redistribution characteristics induced by deep roadway excavation and subsequent mining disturbance. AE event counts, time-frequency features, 3D source locations and energy distributions were synchronously acquired via a 24-channel monitoring system. Results show that notable stress concentration zones form around the pre-fabricated roadway under both stress paths, while the instability modes present significant differences. Under the vertical loading coupled with lateral unloading path, macroscopic instability lags over 150 s behind the AE activity peak, exhibiting clear precursor characteristics. In contrast, under the pure vertical loading path, local abrupt instability occurs without obvious abrupt change in AE event counts, showing typical sudden brittle fracture characteristics. Prior to failure, AE energy and amplitude fluctuate sharply and the dominant frequency shifts to high-frequency bands, serving as quantitative indicators for accelerated fracture. Fractures initiate from the borehole wall and expand radially; high-energy AE zones align well with major fracture paths. These findings provide experimental support for fracture early warning and surrounding rock stability evaluation in deep coal roadways, and offer reference for mining geomechanical design and ground support optimization.
In situ stress is a primary driver of deformation and failure in surrounding rock masses, posing a critical challenge to the stability of deep roadways in energy extraction (e.g., deep coal mining and geothermal development). To investigate this issue, this study introduces an enhanced numerical approach within the Y-M...
Jie Guo, Guang Li, F. Ma· Applied Sciences· 0 citations
Rockburst occurrence time in deep-buried borehole-blasting tunnels is characterized by significant temporal clustering. Revealing the geological and stress influence laws is a prerequisite for accurate warning and risk control. In this study, a 3D excavation model is constructed, and the surrounding-rock damage variabl...
Yong Xu, Xuan Gao, Hao-Bin Xie et al.· International Conference on...· 0 citations
Landslides pose significant risks to transportation infrastructure, with cut slopes along highways being particularly vulnerable to stiffness degradation and potential failure during rainfall events. Advanced monitoring for cut slopes can support landslide risk assessment. Traditional monitoring techniques often strugg...
Yong Ma, Kai Chen, Zhi-Fu Zhang et al.· Frontiers in Earth Science· 0 citations
The instability of holed limestone in water-rich karst areas is controlled by both hole-induced stress concentration and water-induced weakening. Its damage evolution is reflected not only by mechanical degradation, but also by changes in acoustic emission event structures and energy release paths. To clarify the dam...
Qing-Chao Sun, Cheng-Fu Tian, Xiao-Qing Bao et al.· Frontiers in Earth Science· 0 citations
Deep coal–rock excavation under high stress may induce dynamic disasters. This study conducted real-time unloading tests on coal and sandstone using DIC and power-law singularity modeling. The results indicate that the evolution of strain rate consists of three stages; pre-catastrophe strain rate accelerates in a power...
Ji Ma, Zhou-Yang Jiang, Dong-Sheng Liu et al.· Processes· 0 citations