Support of Gate Roadways After Longwall Retreat in Coal Mines of Ukraine and Kazakhstan

The maintenance of gate roadways after longwall retreat is a critical geomechanical and technological problem in underground coal mining, particularly under conditions of increasing mining depth and complex geological settings. This study investigates the influence of support elements on the stress state of surrounding rocks and the stability of gate roadways intended for repeated use in coal mines of Ukraine and Kazakhstan. The research combines numerical modeling and analysis of field experience from Dniprovska Mine of PJSC “DTEK Pavlogradugol”, Kostenco Mine, and PJSC “Mine Administration Pokrovske”. Elastoplastic deformation of the rock mass was simulated using the finite element method within a stationary formulation, with the Mohr–Coulomb criterion applied to describe rock failure. Different support schemes were analyzed, including steel arch frames, protective structures, rock bolts, and cable bolts. The geomechanical response was evaluated using the parameters Q* and P*, which characterize the heterogeneity of the stress field and the degree of stress relief, respectively, as well as the extent of inelastic deformation zones. The results showed that protective structures significantly improve the condition of surrounding rocks at relatively shallow depths by reducing stress heterogeneity and limiting the development of inelastic deformation. Rock bolting promotes the formation of a reinforced rock–bolt arch in the roof, increasing roadway stability after longwall passage. However, under deep mining conditions, protective structures alone are insufficient, and reinforcement with cable bolts becomes necessary to maintain the integrity of the reinforced roof zone and reduce the load on individual bolts. Field observations from operating mines confirmed the practical efficiency of the proposed support approaches. The study demonstrates the role of each support element in forming a stable reinforced structure around the roadway and provides a basis for selecting rational support systems for gate roadways reused for ventilation or repeated use.

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Publication Details

Journal
Applied Sciences
Published
2026-04-30
DOI
https://doi.org/10.3390/app16094410
Primary Topic
Rock Mechanics and Modeling
Type
article
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article

Support of Gate Roadways After Longwall Retreat in Coal Mines of Ukraine and Kazakhstan

Krzysztof Skrzypkowski, Kostiantyn Bezruchko, Viktoriia Krukovska, Krzysztof Zagórski et al.
Applied Sciences
Rock Mechanics and Modeling
article

Support of Gate Roadways After Longwall Retreat in Coal Mines of Ukraine and Kazakhstan

Krzysztof Skrzypkowski, Kostiantyn Bezruchko, Viktoriia Krukovska, Krzysztof Zagórski, Oleksandr Krukovskyi, Nikita Ganyukov, Denis Akhmatnurov, Ravil Mussin, Rakhimova Aizhan, Vladimir Demin, Nail Zamaliyev
article en

Abstract

The maintenance of gate roadways after longwall retreat is a critical geomechanical and technological problem in underground coal mining, particularly under conditions of increasing mining depth and complex geological settings. This study investigates the influence of support elements on the stress state of surrounding rocks and the stability of gate roadways intended for repeated use in coal mines of Ukraine and Kazakhstan. The research combines numerical modeling and analysis of field experience from Dniprovska Mine of PJSC “DTEK Pavlogradugol”, Kostenco Mine, and PJSC “Mine Administration Pokrovske”. Elastoplastic deformation of the rock mass was simulated using the finite element method within a stationary formulation, with the Mohr–Coulomb criterion applied to describe rock failure. Different support schemes were analyzed, including steel arch frames, protective structures, rock bolts, and cable bolts. The geomechanical response was evaluated using the parameters Q* and P*, which characterize the heterogeneity of the stress field and the degree of stress relief, respectively, as well as the extent of inelastic deformation zones. The results showed that protective structures significantly improve the condition of surrounding rocks at relatively shallow depths by reducing stress heterogeneity and limiting the development of inelastic deformation. Rock bolting promotes the formation of a reinforced rock–bolt arch in the roof, increasing roadway stability after longwall passage. However, under deep mining conditions, protective structures alone are insufficient, and reinforcement with cable bolts becomes necessary to maintain the integrity of the reinforced roof zone and reduce the load on individual bolts. Field observations from operating mines confirmed the practical efficiency of the proposed support approaches. The study demonstrates the role of each support element in forming a stable reinforced structure around the roadway and provides a basis for selecting rational support systems for gate roadways reused for ventilation or repeated use.

Applied SciencesVol. 16(9)
Jagiellonian University (PL), Abylkas Saginov Karaganda Technical University (KZ), M.S. Poliakov Institute of Geotechnical Mechanics of the National Academy of Sciences of Ukraine (UA), AGH University of Krakow (PL)
Openalex Percentile: Top 11%
Rock Mechanics and Modeling
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