Abstract
The stress distribution and deformation of roadway surrounding rock at different pillar widths are investigated through theoretical calculation, numerical simulation and field monitoring, taking into account goaf compaction. The purpose is to determine the best width and the stress evolution of the reserved roadway protective coal pillar in fully mechanized working faces. The results show that when the gangue in the goaf is slowly compacted, its stress will recover and the gangue will take over part of the overburden load. This will result in a reduction in the bearing pressure inside the surrounding rock. The stress recovery of the fallen gangue in the goaf center will peak and diffuse to the goaf edge in a decreasing manner. As the pillar width increases, the concentrated stress of the pillar will change from unimodal to bimodal. The bearing capacity will gradually increase. The peak stress and plastic failure area of the roadway solid coal wall will gradually reduce. Taking into account pillar stability, resource recovery and the need to prevent gas in the goaf from coming into the mining roadway, we recommend setting the pillar width in coal 3#, the protective layer, to 10 m. The mine replaced the original bolt-cable roof support scheme with a full-cable plus local grouting technique. Field practice indicates a displacement of 39, 20, 32, and 23 mm for the roadway roof, floor, pillar wall, and solid coal wall. The overall roadway deformation is well controlled, validating our numerical simulation result.
Similar content being viewed by others
Data availability
Enquiries about data availability should be directed to the authors.
References
Bai WY, Xu QY, Li YM, Li TD (2019) Study on reasonable width of coal pillar between roadways in double roadway excavation with large mining height [J]. Coal Mine Safety 50(10):28–215
Cao X, Cao X, Han T (2021) Seismic response analysis of deep underground roadways and coal pillars under the influence of the adjacent goaf. Adv Civil Eng 2021:1–17
Chang Q, Ge S, Shi X, Sun Y, Wang H, Li M, Wu F (2022) Determination of narrow coal pillar width and roadway surrounding rock support technology in gob driving roadway. Sustainability 14(8):4848
Feng YL (2021) Study on coal pillar design method of roadway excavation along goaf considering the compaction effect of goaf [J]. China Work Safety Sci Technol 17(11):53–59
Li Y, Du G (2020) Study on reasonable width of narrow coal pillar in goaf driving roadway by gas drainage borehole [J]. J Mini Strata Control Eng 2(01):75–83
Liang J, Zhang L, Xu QY, Huajin M (2021) Research and application of roof cutting and pressure relief small coal pillar roadway protection technology in large mining height stope [J]. Mining Safety Environ Protect 48(03):79–84
Liu H, Zuo YJ, Sun W, et al. (2020) Reasonable width of narrow coal pillars along gob-side driving entries in gas outburst coal seams: simulation and experiment[J]. In: IOP conference series earth and environmental science 570: 052042
Pan W, Deng C, Yang Y, Zhang K, Gao S (2022) Pressure law of roof and supporting technology of roadway when working face passing through abandoned roadway. Shock Vibration 2022:1–13
Qi FK, Zhou YJ, Cao ZZ, Zhang Q, Li N (2016) Study on optimal design of reserved width of narrow coal pillar in roadway excavation and roadway protection along goaf in fully mechanized top coal caving face [J]. J Mini Safety Eng 33(03):475–480
Shi CH, Su SJ, Ding GL, Yu HH, Xie JH (2021) Determination of coal pillar width in working face section of deep buried strong impact coal seam [J]. Coal Eng 53(02):5–9
Shukun Z, Lu L, Wang Z, Shuda W (2021) A physical model study of surrounding rock failure near a fault under the influence of footwall coal mining. Int J Coal Sci Technol 8(4):626–640
Song ZQ (2021) Study on reasonable width of coal pillar in fully mechanized top coal caving face with large mining height [J]. Coal Technol 40(06):6–9
Song 2022 Dynasty ministry Study on the reserved width of coal pillar in soft and thick coal seam [J/OL]. Coal Sci Technol, 1–6 [2022–02–20]
Su C, Lu J (2018) Determination of reasonable size of coal pillar in high gas fully mechanized top coal caving face [J]. Mining Safety Environ Protect 45(04):89–92
Tu M, Lin YD, Zhang XY, Dang JX, Zhao GM (2021) Study on evolution of overburden structure and reasonable width of section coal pillar in large space isolated island stope [J]. J Mini Safety Engineering 38(05):857–865
Wang WC, Li JG, Zhang JG, Li YM (2020) Optimization of narrow coal pillar width of gob side entry in fully mechanized top coal caving with large mining height [J]. Coal Technol 02:1–4
Wang R, Yan S, Bai JB, Chang ZG, Yuanba S (2019) Calculation of failure width and instability mechanism of coal pillar under end wall mining [J]. Geotechn Mech 40(08):3167–3180
Wang YS, Yu XB (2013) Void fraction distribution model in goaf [J]. Coal Mine Safety 44(08):11–13
Wu YP, Huang F, Jing Y, Jie PS, Hu BS, Kongzhi Li (2018) Instability mechanism of coal pillar in large dip seam section based on large-scale strata control technology [J]. J Coal 43(11):3062–3071
Xu Q, Bai J-B, Yan S, Wang R, Wu S (2021) Numerical study on soft coal pillar stability in an island longwall panel. Adv Civil Eng 2021:1–13
Xu C, Li XF, Wang K, Guo CF, Fu Q, Ju Y, (2020) Reasonable width of coal pillar reserved in working face of protective layer of high gas coal seam group [J]. J China Univ Mining Technol, 2020,49 (03)
Xue C, Cao A, Guo W, Wang S, Liu Y, Shen Z (2021) Mechanism of coal burst and prevention practice in deep asymmetric isolated coal pillar: a case study from YaoQiao coal mine. Shock and Vibration 2021:1–19
Zhang ZP, Li F (2021) Optimization of reserved width of coal pillar in shallow mining section of gently inclined thick coal seam [J]. Sci, Technol Eng 21(07):2655–2663
Acknowledgements
The study was funded by the National Natural Science Foundation of China (Nos. 51804182 )
Funding
The authors have not disclosed any funding.
Author information
Authors and Affiliations
Corresponding author
Ethics declarations
Conflict of interests
The authors have not disclosed any competing interests.
Additional information
Publisher's Note
Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations.
Rights and permissions
Springer Nature or its licensor holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law.
About this article
Cite this article
Zheng, P., Liu, Y. Determining the reasonable pillar width and surrounding rock control based on goaf compaction. Geotech Geol Eng 41, 43–55 (2023). https://doi.org/10.1007/s10706-022-02261-z
Received:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s10706-022-02261-z