Experimental Investigation of Mechanical Behavior and Damage Evolution of Coal Materials Subjected to Cyclic Triaxial Loads with Increasing Amplitudes
Zongwu Song, Chun’an Tang, Hongyuan Liu

TL;DR
This paper studies how coal behaves under increasing cyclic loads, revealing how stress affects deformation and damage in mining roadways.
Contribution
A new damage evolution model is proposed that accounts for both initial and load-induced coal damage under cyclic triaxial loading.
Findings
Peak deviatoric stress and axial residual strain increase with higher confining pressures.
Coal specimens fail via shear with local tensile cracks near shear bands.
The proposed damage model captures deformation and failure under cyclic loads.
Abstract
As a part of the mining-induced stress redistribution process during coal mining, the repeated loading and unloading process with increasing peak stresses will cause more severe deformation and damage to mining roadways, which is different from the findings in other underground engineering practices. Consequently, cyclic triaxial compression tests with increasing amplitudes were carried out to investigate the mechanical behavior, acoustic emission (AE) characteristics, and damage evolution of coal materials. It is found that peak deviatoric stress and axial residual strain at the failure of coal specimens increase with increasing confining pressures, while the changes in circumferential strain are not obvious. Moreover, the failure patterns of coal specimens exhibit shear failure due to the constraint of confining pressures while some local tensile cracks occur near the shear bands at…
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Taxonomy
TopicsRock Mechanics and Modeling · Geotechnical and Geomechanical Engineering · Geophysical Methods and Applications
