MA De-peng, ZHOU Yan, LIU Chuan-xiao, et al. Energy evolution characteristics of coal failure in triaxial tests under different unloading confining pressure rates[J]. 2019, 40(7): 2645-2652.
DOI:
MA De-peng, ZHOU Yan, LIU Chuan-xiao, et al. Energy evolution characteristics of coal failure in triaxial tests under different unloading confining pressure rates[J]. 2019, 40(7): 2645-2652.DOI: 10.16285/j.rsm.2018.1086.
Energy evolution characteristics of coal failure in triaxial tests under different unloading confining pressure rates
Rock damage is considered as a state of instability phenomenon under the driving of energy
the law of energy evolution in the process of deformation and failure can reflect the essential characteristics of rock mass deformation and failure. The loading and unloading tests were carried out on coal samples to explore the laws of energy evolution under different unloading confining pressure rates. The experimental results show that before the peak stress
the coal sample mainly experiences the energy storage and dissipation
whereas it mainly experiences the energy release and dissipation after the peak stress. It is found that when the unloading confining pressure rate is high
the duration of unloading confining pressure is short
the internal cracks of coal sample extend and circumferentially deform insufficiently
and the powers for energy dissipation and overcoming confining pressures are small. Moreover
most of the energy release when the coal sample ruptures
which make the coal sample damage seriously. Meanwhile
when the unloading confining pressure rate is larger
the damage rate of the coal sample increases faster before and after the rupture
which results in the sharp increase of the damage curve. Therefore
when the high-stress coal is excavated with a high construction speed
it is easy to cause a sudden release of a large amount of accumulated energy