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🔥 We present one of the articles from the new issue of the journal "Mining Science and Technology" (No. 1, 2026)!
In coal mines of the Karaganda basin, the roof, ribs, and floor rocks have low strength (20–37 MPa) and are prone to slaking and floor heave. Ensuring excavation stability under such conditions is a critical challenge.
The authors performed numerical modeling using the RS2 software package for a roadway driven at a depth of 600 m. A zonal pattern of rock mass deformation was established: developed inelastic deformation zone – 0–0.7 m from the excavation boundary; elastoplastic behavior zone with active fracturing – 0.7–1.9 m; elastic behavior zone – beyond 1.9 m.
The findings showed that in the abutment pressure zone ahead of the face, stresses reach 20.48 MPa, which is 25% higher than the in-situ stress level at this depth (16.4 MPa). Using the Factor of Safety (FoS), local zones with FoS < 1 were identified at the roadway junction, quantitatively confirming the need for support reinforcement.
The proposed approach to analyzing the stress-strain state and selecting support parameters improves excavation stability and generates economic benefits by reducing repair volumes, minimizing equipment downtime, and optimizing support material consumption.
📖 Read more:
Demin V.F., Valiev N.G., Akhmatnurov D.R., Mussin R.A., Zamaliyev N.M. Formation of inelastic deformation zones based on numerical modeling. Mining Science and Technology (Russia). 2026;11(1):90–102. https://doi.org/10.17073/2500-0632-2025-07-1104
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