DUAN Min-ke, JIANG Chang-bao, YU Huan, et al. Experimental research on energy dissipation and seepage properties of coal under loading-unloading conditions at different stress levels[J]. 2018, 39(4): 1346-1354.
DOI:
DUAN Min-ke, JIANG Chang-bao, YU Huan, et al. Experimental research on energy dissipation and seepage properties of coal under loading-unloading conditions at different stress levels[J]. 2018, 39(4): 1346-1354.DOI: 10.16285/j.rsm.2016.1140.
Experimental research on energy dissipation and seepage properties of coal under loading-unloading conditions at different stress levels
loading-unloading experiments were carried out on gas-contained coal under different stress levels by using self-made thermal-hydro-mechanical (THM) coupling equipment. The characteristics of the deformation
seepage and energy dissipation of coal and rock were analysed
and the damage variable equation was also established by considering the energy dissipation. Research results show that the cumulative residual deformation increases gradually with the advancing of cyclic loading-unloading. The relative residual deformation decreases firstly
then maintains stable at a certain value
and finally rises again when the coal sample is nearly destroyed. With the advancing of cyclic loading-unloading
the overall trend of permeability decreases spirally
and then increases until the coal sample is fractured. Moreover
a sharp increase is observed at the moment of destruction. The absolute recovery rate of permeability and relative recovery rate of permeability are defined as ?j and ?x to quantitatively analyse the changes of permeability in loading and unloading processes
respectively. It is found that ?j decreases firstly
and then increases at the critical moment of destruction. However
?x increases steadily during the process
where ?x maintains at 85%-95% in the elastic stage
and ?x is more than 100% at the critical moment of destruction. With the advancing of cyclic loading-unloading
the cumulative dissipated energy grows exponentially
and the single-stage cycle of dissipation energy increases. With the increase of the axial stress
the principal stress difference increases
and the value of damage variable also increases. In addition
damage variable of coal Dc is 0.9 when coal is fractured.