It is of great significance to study the evolution law
and change
characteristics of the porosity and permeability of coal under cyclic
disturbance to efficiently exploit coal-bed methane (CBM). In this
paper, the GCTS rock mechanics experimental system is applied, the
unsteady gas seepage test under cyclic loading and unloading is carried
out with high-grade coal samples from Zhijin County, Guizhou Province,
as the research object, and the mathematical formula of the dynamic
change of porosity during loading and unloading is established. The
results show that (1) the porosity and permeability parameters of
coal are negatively correlated with confining pressure, and all decrease
with the increase in confining pressure; (2) the change rate of the
porosity and permeability of bedding coal decreases gradually with
the increase in stress, and the porosity and permeability under high
stress decrease gradually with the increase in cycle times; (3) during
cyclic loading and unloading, the permeability loss (
D
k
) of coal mainly occurs in the first loading (>90%),
and
D
k
gradually decreases with the increase
in cyclic times; (4) under the same test conditions, the evolution
law of the porosity and permeability of parallel bedding coal and
vertical bedding coal is similar but the stress sensitivity of vertical
bedding coal is higher; (5) the circumferential strain of parallel
bedding coal is higher than that of vertical bedding coal, and the
porosity change and permeability loss show a specific bedding effect;
and (6) under the action of cyclic stress, the change of strain–permeability
of coal is abnormal after it is destroyed. With the increase in strain
before the sample is destroyed, the permeability drops sharply, and
after the sample is destroyed, the strain decreases and the permeability
never recovers. The research results can provide favorable theoretical
guidance and technical support for pressure relief exploitation of
coal-bed methane, such as multibranch horizontal wells.