Physical–Digital Integration-Based Study on Strong Mine Pressure Formation Mechanism Under Dynamic Chain Effect from Multi-Layer Control
To alleviate strong strata-pressure bursts during ultra-thick coal extraction, we selected the 26 m number five seam of the Chenjiagou Coal Mine as a full-scale prototype. Three objectives were pursued: (1) elucidate the initiation mechanism of high-energy roof failures under top-coal caving (TCC); (2) quantitatively link the failure sequence of key strata to burst intensity; and (3) deliver field-oriented prevention criteria. A 1:300 physical similarity model and UDEC plane-strain simulations were combined to monitor roof deformation, stress evolution and dynamic response during extraction. Results demonstrate that pressure bursts are driven by abrupt kinematics of the overburden, triggered by sequential breakage of key horizons: the secondary key stratum collapsed at 130 m face advance, followed by the main-key stratum at 360 m. Their combined rupture generated a violent energy release, with roof displacement accelerating markedly after the main horizon failed. We therefore propose two dimensionless indices—the dynamic load factor (DLF) and stress concentration factor (SCF)—to characterize burst severity; peak values reached 1.62 and 2.43, respectively, while pronounced stress accumulation was localized 6–15 m ahead of the face. These metrics furnish a theoretical basis for early warning systems and control strategies aimed at intense rock burst.
Authors
- Chaowen Hu (ORCID: https://orcid.org/0000-0001-8165-314X)
- Fulong Sun
- Yichao Li (ORCID: https://orcid.org/0000-0002-3384-6614)
- Xiaojie Yang (ORCID: https://orcid.org/0009-0003-5549-9304)
- Bo Pan (ORCID: https://orcid.org/0000-0003-0998-7369)
- Yang Jiao (ORCID: https://orcid.org/0000-0001-9468-1000)
Institutions
- China University of Mining and Technology (CN)
- Huaneng Clean Energy Research Institute (CN)
Publication Details
- Journal
- Processes
- Published
- 2025-10-22
- DOI
- https://doi.org/10.3390/pr13113378
- Primary Topic
- Geotechnical and Geomechanical Engineering
- Type
- article
- Field-Weighted Citation Impact
- 0.00
Funders
- National Natural Science Foundation of China