1887

Abstract

Summary

The parameters of the stress state of a rock mass with a discrete structure are recorded at the field level by means of registration of seismic signals of reflected waves. Assessment of the rock pressure gradient in the zone of influence of the mine on the massif allows timely identification of disintegration zones at the required distance from the bottom.

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/content/papers/10.3997/2214-4609.202051046
2020-09-14
2024-04-28
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References

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