Behavior of seismic-acoustic parameters during deforming and failure of rock samples, large blocks and underground opening: base for monitoring
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DOI: 10.1186/s40703-017-0050-2
Abstract: Construction of engineered projects, such as underground spaces, tunnels, machine halls etc. is connected with variations in stress-state and deformations of large volumes of rock mass. Latter can results in damage of rocks, their collapse… read more here.
Keywords: large blocks; velocity; rock samples; monitoring ... See more keywords