Abstract

Sandstone samples with precracks of different dip angles were collected from a coal mine roof and subjected to uniaxial compression tests, and acoustic emission (AE) and scanning electron microscopy (SEM) were used to study how the crack dip angle affected the fracture mechanism. In the precracked sandstone samples, as the dip angle between the crack line and loading direction decreased, so did the peak stress and its completion time. The SEM observations revealed a fracture transition from tensile cleavage to shear slip, which was manifested by a microstructure change from aggregate to staggered. According to energy conversion, a decreased crack dip angle results in gradually decreasing total and dissipative peak energies, whose variation amplitudes at different stages are consistent with those of the peak stress of the samples. The decreased crack dip angle lowered the stress required to trigger the first appearance of AE energy peaks and ring-down counts, as well as shortening the period before the occurrence of the first AE peak signal. However, the AE energy and ring-down count during the failure stage after the stress peak increased gradually. A stepped increase was observed in the AE ring-down count curves, with each step corresponding to a jump in the stress-strain curve. From the characteristics of the AE signal of the fracture of a precracked rock sample, the occurrence of joints or faults in the rock mass can be reasonably inferred. This is expected to provide a new method and approach for predicting coal and rock dynamic disasters.

Highlights

  • With the ongoing exhaustion of shallow coal resources worldwide, the depth of coal mining is increasing and more hazards are being encountered

  • Sandstone samples with precracks of different dip angles were collected from a coal mine roof and subjected to uniaxial compression tests, and acoustic emission (AE) and scanning electron microscopy (SEM) were used to study how the crack dip angle affected the fracture mechanism

  • Yang et al (2011, 2016) used high-speed photography to evaluate the fracture and instability processes in sandstone specimens containing either a single crack or two parallel noncoplanar cracks, and the results led to evaluation of how the initial crack dip angle and length affected the further crack propagation, coalescence, and residual strength of the cracked sandstone specimens

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Summary

Introduction

With the ongoing exhaustion of shallow coal resources worldwide, the depth of coal mining is increasing and more hazards are being encountered. The coal-rock materials contain macroscopic structures such as faults, joints, and fractures, significantly affecting the crack propagation and mechanical behavior; this promotes dynamic disasters in practical engineering. A larger macroscopic structure and its variable occurrence can contribute to dynamic disasters These factors affect significantly the mechanism of AE signals generated by the fractured coal-rock materials. It is essential to study the failure characteristics of prefabricated coal specimens accompanied by macroscopically large scale of sizes and multidip angles. This would help detect macroscopic geological structures in situ and monitor the failure of joints and coalrock mass. It is very important for predicting dynamic disasters using AE monitoring

Specimen preparation and test scheme
Test equipment and monitoring systems
Stress-strain curve and fracture morphology
Stress and strain evolution patterns
Fracture morphology
Theoretical background
Effect of precracks on energy conversion
AE energy and ring-down count
50 Stress
Cumulative ring-down count
Conclusions
Compliance with ethical standards

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