Study on the Progressive Failure Characteristics of Coal in Uniaxial and Triaxial Compression Conditions Using 3D-Digital Image Correlation

Yang Tang,Shoujian Peng,Seisuke Okubo,Jiang Xu

doi:10.3390/en11051215

Abstract

To investigate the progressive failure process of coal, a series of uniaxial and triaxial compression tests were conducted and a novel 3D digital image correlation instrument with six cameras combined with a special transparent pressure cell was used for the strain measurement. The stress thresholds of coal were obtained in uniaxial and triaxial compression. The energy evolution during the compression was discussed, coupled with the crack volumetric strain. The field strain of the whole specimen surface and crack propagation at different stress levels were described to study the progressive failure mechanism of coal. The average stress level of crack initiation and crack damage of coal in uniaxial compression are 43.75% and 63.03%, while that in the triaxial compression are 74.53% and 89.84%, respectively. The dissipation energy evolution corresponds to the crack volumetric strain, while the elastic energy release leads to flake ejection and coal failure. The crack evolution and localization of coal indicated the progressive failure process that the coal sample undergoes in tension failure in uniaxial compression and in tension-shear failure in triaxial compression. The findings of this study can serve as a reference to understand the failure process of coal and improve the stability and safety of mining engineering.

Highlights

With the continuous development of deep-coal resources and the construction of deep mines, the deformations of coalfaces and pillars have become increasingly complicated
The progressive failure of brittle rocks can be divided into five stages based on the stress thresholds of crack closure, crack initiation, crack damage, and peak stress [1,2]
The specimens were subjected to a constant strain rate of 10−4 /s, with a confining pressure of 0 MPa in uniaxial compression and a 9 MPa in triaxial compression

Summary

Introduction

With the continuous development of deep-coal resources and the construction of deep mines, the deformations of coalfaces and pillars have become increasingly complicated. The mechanical characteristics of the progressive failure behavior of coal, especially under confined pressures, are essential factors in the investigation of the stability of mining systems in mining engineering. The progressive failure of brittle rocks can be divided into five stages based on the stress thresholds of crack closure, crack initiation, crack damage, and peak stress [1,2]. These stress thresholds are essential and useful parameters for engineering projects. The crack initiation stress can be used to estimate the lower limit value of spalling rock mass strength [3,4]

Methods

Results

Discussion

Conclusion