Investigation on instability mechanism and control of abandoned roadways in coal pillars recovery face: A case study

lDong Zhang , Jianbiao Bai , Rui Wang , Min Deng , Shui Yan , Qiancheng Zhu , Hao Fu

Underground Space ›› 2025, Vol. 20 ›› Issue (1) : 119 -139.

PDF (7699KB)
Underground Space ›› 2025, Vol. 20 ›› Issue (1) :119 -139. DOI: 10.1016/j.undsp.2024.05.001
Research article
research-article

Investigation on instability mechanism and control of abandoned roadways in coal pillars recovery face: A case study

Author information +
History +
PDF (7699KB)

Abstract

The abandoned roadways (ARs) in front of the longwall face catastrophic instability will seriously hamper mining progress, which is a complicated process related to the stress environment, the roadway section, and the mechanical properties of the surrounding rock. The cusp catastrophe theory is employed to establish a state identification model for the irregular coal pillar-roof system (CPRS) formed by the ARs and re-mining entries. To begin, the state discrimination equation (Δp) for the gradual CPRS is derived, and the critical value at which the system transitions into an unstable state under quasi-static conditions is determined. The results indicated that when 16.49 m ≤ L ≤ 22.63 m (L denotes the equivalent span of the intersection roof) and 0 < Re ≤ 2.61 m (Re denotes the width of the elastic zone within the triangular coal pillar), the triangular CPRS is inherently unstable. Similarly, for trapezoidal CPRS configurations where the length Lm (the span of the right-angled trapezoid roof in the propulsion direction) varies from 4.0 to 12.60 m, the system is unstable as well. Subsequently, the model was further enhanced by accounting for the impact of the Pc (advance stress increment load), where a critical criterion for the catastrophic instability of the CPRS was proposed, which represented the external energy required to transition the CPRS from an unstable state to catastrophic instability in different mining stages. After that, the stability degree of the irregular coal pillar was categorized, and a coupling zoning control technology was applied to CPR operations. Field monitoring results demonstrated the effectiveness of the zoning control technology, providing valuable guidance for similar mining practices.

Keywords

Abandoned roadways / Instability mechanism / Cusp catastrophe theory / Pier column support / Hydraulic fracture

Cite this article

Download citation ▾
lDong Zhang, Jianbiao Bai, Rui Wang, Min Deng, Shui Yan, Qiancheng Zhu, Hao Fu. Investigation on instability mechanism and control of abandoned roadways in coal pillars recovery face: A case study. Underground Space, 2025, 20(1): 119-139 DOI:10.1016/j.undsp.2024.05.001

登录浏览全文

4963

注册一个新账户 忘记密码

Data availability

The data that support the findings of this study are available from the corresponding author upon reasonable request.

CRediT authorship contribution statement

Dong Zhang: Writing - review & editing, Writing - original draft. Jianbiao Bai: Writing - review & editing, Supervision, Funding acquisition, Conceptualization. Rui Wang: Validation, Methodology, Funding acquisition. Min Deng: Visualization, Software, Data curation. Shui Yan: Methodology, Investigation, Formal analysis. Qiancheng Zhu: Writing - original draft, Software, Methodology. Hao Fu: Software, Investigation, Data curation.

Declaration of competing interest

The authors declare that they have no known competing financial interests or personal relationships that could have appeared to influence the work reported in this paper.

Acknowledgement

The authors are thankful to the financial support from the Major Project of Regional Joint Foundation of China (Grant No. U21A20107), the Natural Science Foundation of China (Grant No. 52074239), Xinjiang Uygur Autonomous Region Key R&D Project Task Special - Department and Department Linkage Project (Grant No. 2022B01051), and the Xinjiang Uygur Autonomous Region Tianchi Introduction Plan (Grant No. 2024XGYTCYC03).

References

[1]

Cai, W. Y., Chang, Z. C., Zhang, D. S., Wang, X. F., Cao, W. H., & Zhou, Y. Z. (2019). Roof filling control technology and application to mine roadway damage in small pit goaf. International Journal of Mining Science and Technology, 29(3), 477-482.

[2]

Feng, G. R., & Wang, P. F. (2020). Simulation of recovery of upper remnant coal pillar while mining the ultra-close lower panel using longwall top coal caving. International Journal of Mining Science and Technology, 30(1), 55-61.

[3]

Gold, C. M. (1994). Review: Spatial tessellation-concepts and applications of Voronoi diagrams. International Journal of Geographical Information Science, 8(2), 237-238.

[4]

Hauquin, T., Gunzburger, Y., & Deck, O. (2018). Predicting pillar burst by an explicit modelling of kinetic energy. International Journal of Rock Mechanics and Mining Sciences, 107, 159-171.

[5]

Jiang, B. Y., Wang, L. G., Lu, Y. L., Sun, X. K., & Jin, G. (2016). Ground pressure and overlying strata structure for a repeated mining face of residual coal after room and pillar mining. International Journal of Mining Science and Technology, 26(4), 645-652.

[6]

Kang, H. P., Lv, H. W., Zhang, X., Gao, F. Q., Wu, Z. G., & Wang, Z. C. (2016). Evaluation of the ground response of a pre-driven longwall recovery room supported by concrete cribs. Rock Mechanics and Rock Engineering, 49(3), 1025-1040.

[7]

Li, G. F., He, M. C., Zhang, G. F., & Tao, Z. G. (2010). Deformation mechanism and excavation process of large span intersection within deep soft rock roadway. Mining Science and Technology (China), 20(1), 28-34.

[8]

Li, J. T., & Cao, P. (2005). Catastrophe analysis on pillar instability considered mining effect. Journal of Central South University of Technology, 12(1), 102-106.

[9]

Li, Y., Ren, Y. R., Wang, N., Luo, J. B., Li, N., Liu, Y. K., & Li, G. S. (2021). A novel mining method for longwall panel face passing through parallel abandoned roadways. Shock and Vibration, 2021, 9998561.

[10]

Li, Y., Zhu, E. G., Zhang, K. N., Li, M. H., Wang, J. X., & Li, C. K. (2017). Longwall mining under gateroads and gobs of abandoned small mine. International Journal of Mining Science and Technology, 27 (1), 145-152.

[11]

Liu, J. F., He, X., Huang, H. Y., Yang, J. X., Dai, J. J., Shi, X. C., Xue, F. J., & Rabczuk, T. (2024). Predicting gas flow rate in fractured shale reservoirs using discrete fracture model and GA-BP neural network method. Engineering Analysis with Boundary Elements, 159, 315-330.

[12]

Liu, X. H., Yao, Z. S., Cheng, H.,Z, W. H., & W, J. H.(2022). Analysis and application of catastrophe instability mechanism of intersection point in a deep roadway. Rock and Soil Mechanics, 43(S1), 521-531 (in Chinese).

[13]

Pan, W. D., Deng, C., Yang, Y. C., Zhang, K. M., & Gao, S. (2022). Pressure law of roof and supporting technology of roadway when working face passing through abandoned roadway. Shock and Vibration, 2022(1), 1-13.

[14]

Porathur, J. L., Karekal, S., & Palroy, P. (2013). Web pillar design approach for Highwall Mining extraction. International Journal of Rock Mechanics and Mining Sciences, 64, 73-83.

[15]

Qin, S., Jiao, J. J., & Wang, S. (2001). A cusp catastrophe model of instability of slip-buckling slope. Rock Mechanics and Rock Engineering, 34(2), 119-134.

[16]

Rosen, R. (1977). Structural stability and morphogenesis. Bulletin of Mathematical Biology, 39(5), 629-632.

[17]

Shi, S., Miao, Y. C., Wu, H. K., Xu, Z. P., & Liu, C. W. (2022). The stress evolution of adjacent working faces passing through an abandoned roadway and the damage depth of the floor. Energies, 15(16), 5824.

[18]

Singh, R. N., Porter, I., & Hematian, J. (2001). Finite element analysis of three-way roadway junctions in longwall mining. International Journal of Coal Geology, 45(2-3), 115-125.

[19]

Sinha, S., & Chugh, Y. P. (2018). Validation of critical strain technique for assessing stability of coal mine intersections and its potential for development of roof control plans. Journal of Rock Mechanics and Geotechnical Engineering, 10(2), 380-389.

[20]

Sun, Q., Zhang, J., Zhang, Q., & Yan, H. (2018). A case study of mininginduced impacts on the stability of multi-tunnels with the backfill mining method and controlling strategies. Environmental Earth Sciences, 77(6), 234.

[21]

Wang, B. N., Dang, F. N., Gu, S. C., Huang, R. B., Miao, Y. P., & Chao, W. (2020). Method for determining the width of protective coal pillar in the pre-driven longwall recovery room considering main roof failure form. International Journal of Rock Mechanics and Mining Sciences, 130, 104340.

[22]

Wang, F. T., Tu, S. H., Tu, H. S., Li, Z. X., & Chen, F. (2012). Mutation instability mechanism of the room mining residual pillars in the shallow depth seam. Journal of Mining and Safety Engineering, 29(6), 770-775 (in Chinese).

[23]

Wang, H., Jiang, C., Zheng, P. Q., Li, N., & Zhan, Y. B. (2020). Deformation and failure mechanism of surrounding rocks in crossedroadway and its support strategy. Engineering Failure Analysis, 116, 104743.

[24]

Wang, X. R., Yang, T. H., Guan, K., Liu, X. G., & Zhao, Y. (2022). Stability evaluation of multi-pillar and roof system based on instability theory. Rock Mechanics and Rock Engineering, 55(3), 1461-1480.

[25]

Xia, K. Z., Chen, C. X., Liu, X. T., Liu, X. M., Yuan, J. H., & Dang, S. (2023). Assessing the stability of high-level pillars in deeply-buried metal mines stabilized using cemented backfill. International Journal of Rock Mechanics and Mining Sciences, 170, 105489.

[26]

Xie, S. R., Wu, Y. Y., Chen, D. D., Liu, R. P., Han, X. T., & Ye, Q. C. (2022). Failure analysis and control technology of intersections of large-scale variable cross-section roadways in deep soft rock. International Journal of Coal Science & Technology, 9(1), 19.

[27]

Xu, S. Q., Zhang, Z. Z., Xin, J. L., Bai, J. B., Ma, X. G., Zhai, R., & Wu, W. D. (2024). Stability mechanism and countermeasure of the solid coal rib in deep gob-side entry retaining: insights from theoretical analysis numerical simulation. Heliyon, 10(2), e24174.

[28]

Yang, J. X., Liu, J. F., Li, W. F., Dai, J. J., Xue, F. J., & Zhuang, X. Y. (2024). A multiscale poroelastic damage model for fracturing in permeable rocks. International Journal of Rock Mechanics and Mining Sciences, 175, 105676.

[29]

Yang, Z. Q., Liu, C., Wang, G. A., Li, G. W., & Li, F. S. (2021). Structural characteristics analysis of overlying rocks and prevention measures with a long-wall face passing across abandoned roadways: a case study. Shock and Vibration, 2021, 6665341.

[30]

Zhang, F. T., Wang, X. Y., Bai, J. B., Wu, B. W., Wang, G. H., Li, J. C., & Chen, D. C. (2022). Study on hydraulic fracture propagation in hard roof under abutment pressure. Rock Mechanics and Rock Engineering, 55(10), 6321-6338.

[31]

Zhang, J. X., Huang, P., Zhang, Q., Li, M., & Chen, Z. W. (2017). Stability and control of room mining coal pillars—taking room mining coal pillars of solid backfill recovery as an example. Journal of Central South University, 24(5), 1121-1132.

[32]

Zhang, P., Esterhuizen, G., Sears, M., Trackemas, J., Minoski, T., & Tulu, B. (2022). Roof stability and support strategies associated with longwall-induced horizontal stress changes in belt entries. Mining, Metallurgy & Exploration, 39(5), 1873-1885.

[33]

Zhang, X. Q., Gong, P. L., Wang, K., Li, J. Z., & Jiang, Y. L. (2019). Characteristic and mechanism of roof fracture ahead of the face in an LTCC panel when passing an abandoned roadway: a case study from the Shenghua Coal Mine, China. Rock Mechanics and Rock Engineering, 52(8), 2775-2788.

[34]

Zhang, Z. Z., Deng, M., Bai, J. B., Yan, S., & Yu, X. Y. (2021). Stability control of gob-side entry retained under the gob with close distance coal seams. International Journal of Mining Science and Technology, 31 (2), 321-332.

[35]

Zhang, Z. Z., Deng, M., Bai, J. B., Yu, X. Y., Wu, Q. H., & Jiang, L. S. (2020). Strain energy evolution and conversion under triaxial unloading confining pressure tests due to gob-side entry retained. International Journal of Rock Mechanics and Mining Sciences, 126, 104184.

[36]

Zhao, J. S., Feng, X. T., Jiang, Q., & Zhou, Y. Y. (2018). Microseismicity monitoring and failure mechanism analysis of rock masses with weak interlayer zone in underground intersecting chambers: a case study from the Baihetan Hydropower Station, China. Engineering Geology, 245, 44-60.

[37]

Zhou, Z. L., Zhao, Y., Cao, W. Z., Chen, L., & Zhou, J. (2018). Dynamic response of pillar workings induced by sudden pillar recovery. Rock Mechanics and Rock Engineering, 51(10), 3075-3090.

PDF (7699KB)

43

Accesses

0

Citation

Detail

Sections
Recommended

/