To explore the variations
of the loading, deformation, and loss
and to determine the mechanical state, loss characteristics, and stability
for the shaft coal pocket wall in coal mines under a dynamic-static
load, this paper innovatively attempts to conduct a three-dimensional
physical similarity test of a transparent material shaft coal pocket,
as well as the experiments of loading and unloading coal in the shaft
coal pocket using different bulk storage materials 80 times. Then,
the deformation, pressure, the surrounding rock, and the flow pattern
of the silo wall were discussed considering the existence of the warehouse
wall support. The characteristics of shaft wall deformation and surrounding
rock stress cracks during the unloading were analyzed with the help
from multiple integrated test systems such as strain gauges, pressure
sensors, borehole peeps, and other comprehensive test systems. The
results indicated that different dispersion particles have a significant
impact on the strain of the shaft wall. When using the coal particles
as storage materials, the overpressure coefficient of the shaft wall
is up to 1.95 times higher than using dry sand particles. The particle
size and internal friction angle of the bulk particles impact significantly
on the deformation of the wall, where the cohesive force among the
dispersed particles produced by the compaction effect has a certain
influence on the side pressure of the silo wall. During the unloading
process, coal particles were easier to obtain an arching phenomenon
than dry sand particles. In addition, the number of bulk arching could
be significantly reduced under the conditions of the warehouse wall
support. The “weak rock stratum” in the surrounding
rock plays a major role in controlling the deformation and failure
development of the shaft wall. The three-dimensional physical simulation
experiment of the transparent shaft wall truly reproduces the field
engineering practice, and the physical simulation results are verified
by numerical simulation analysis.