[1] https://www.iea.org/energy-system/fossil-fuels/coal.
[2] Mahdevari, S., & Khodabakhshi, M. B. (2021). A hierarchical local-model tree for predicting roof displacement in longwall tailgates. Neural Computing and Applications. doi: 10.1007/s00521-021-06127-y
[3] Ren, Y., Zhou, S., Jia, J., Yuan, Q., Zhou, Z., Liu, M., & He, H. (2023). Construction stability analysis of intersection tunnel in city under CRD method. Frontiers in Earth Science, 11. doi: 10.3389/feart.2023.1264140
[4] Gerçek, H. (1986). Stability considerations for underground excavation intersections. Mining Science and Technology, 4(1), 49–57. doi: 10.1016/S0167-9031(86)90194-5
[5] Zhou, P. Y., Wang, J. B., Song, Z. P., Cao, Z. L., & Pei, Z. M. (2022). Construction Method Optimization for Transfer Section Between Cross Passage and Main Tunnel of Metro Station. Frontiers in Earth Science, 10. doi: 10.3389/feart.2022.770888
[6] Bian, K., Liu, J., Xiao, M., & Liu, Z. (2016). Cause investigation and verification of lining cracking of bifurcation tunnel at Huizhou Pumped Storage Power Station. Tunnelling and Underground Space Technology, 54, 123–134. doi: 10.1016/j.tust.2015.10.030
[7] Kumar, P., & Kumar Shrivastava, A. (2022). Experimental and numerical analysis of deformation behaviour of tunnels under static loading conditions. Sustainable Energy Technologies and Assessments, 52, 102057. doi: 10.1016/j.seta.2022.102057
[8] Hsiao, F.-Y., Yu, C.-W., & Chern, J.-C. (2005). Modeling the behaviors of the tunnel intersection areas adjacent to the ventilation shafts in the Hsuehshan tunnel. World Long Tunnel, 81–90.
[9] Chen, C. N., & Tseng, C. T. (2010). 2D tunneling chart from redistributed 3D principal stress path. Tunnelling and Underground Space Technology, 25(4), 305–314. doi: 10.1016/j.tust.2010.01.003
[10] Spyridis, P., & Bergmeister, K. (2015). Analysis of lateral openings in tunnel linings. Tunnelling and Underground Space Technology, 50, 376–395. doi: 10.1016/j.tust.2015.08.005
[11] 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. doi: 10.1016/S0166-5162(00)00027-6
[12] Liu, H., Small, J., & Carter, J. (2008). Effects of Tunnelling on Existing Support Systems of Intersecting Tunnels in the Sydney Region. Proceedings of the First Southern Hemisphere International Rock Mechanics Symposium, 113–126. doi: 10.36487/ACG_repo/808_150
[13] Hsiao, F. Y., Wang, C. L., & Chern, J. C. (2009). Numerical simulation of rock deformation for support design in tunnel intersection area. Tunnelling and Underground Space Technology, 24(1), 14–21. doi: 10.1016/j.tust.2008.01.003
[14] Liu, X., & Wang, Y. (2010). Three dimensional numerical analysis of underground bifurcated tunnel. Geotechnical and Geological Engineering, 28(4), 447–455. doi: 10.1007/s10706-010-9304-x
[15] Guo, Z., Shi, J., Wang, J., Cai, F., & Wang, F. (2010). Double-directional control bolt support technology and engineering application at large span Y-type intersections in deep coal mines. Mining Science and Technology, 20(2), 254–259. doi: 10.1016/S1674-5264(09)60193-9
[16] Li, G., He, M., Zhang, G., & Tao, Z. (2010). Deformation mechanism and excavation process of large span intersection within deep soft rock roadway. Mining Science and Technology (China), 20(1), 28–34. doi: 10.1016/S1674-5264(09)60156-3
[17] Lin, P., Zhou, Y., Liu, H., & Wang, C. (2013). Reinforcement design and stability analysis for large-span tailrace bifurcated tunnels with irregular geometry. Tunnelling and Underground Space Technology, 38, 189–204. doi: 10.1016/J.TUST.2013.07.011
[18] Golshani, A., Joneidi, M., & Majidian, S. (2015). 3D numerical modeling for construction of tunnels intersections-case study of Hakim tunnel. 15th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, ARC 2015: New Innovations and Sustainability, 2(43), 1523–1527. doi: 10.3208/jgssp.IRN-15
[19] Li, Y., Jin, X., Lv, Z., Dong, J., & Guo, J. (2016). Deformation and mechanical characteristics of tunnel lining in tunnel intersection between subway station tunnel and construction tunnel. Tunnelling and Underground Space Technology, 56, 22–33. doi: 10.1016/j.tust.2016.02.016
[20] Gharouni Nik, M., & Farmahini Farahani, A. (2016). Assessment the Stability of Tunnels in Y Shaped Intersections with Regard to the Intersection Angles, Case Study: Penstock Tunnels of Rudbar Dam. Amirkabir Journal of Civil Engineering, 48(2), 191–198. doi: 10.22060/ceej.2016.655
[21] Liu, H. liang, Li, S. cai, Li, L. ping, & Zhang, Q. qing. (2017). Study on deformation behavior at intersection of adit and major tunnel in railway. KSCE Journal of Civil Engineering, 21(6), 2459–2466. doi: 10.1007/s12205-017-2128-y
[22] Zhou, D., Ding, W., Xie, D., & Chen, S. (2020). Reinforcement Analysis of Bifurcated Highway Tunnels with Large Section of Different Surrounding Rock Grades in Tiger Leaping Gorge. IOP Conference Series: Materials Science and Engineering, 741(1), 012015. doi: 10.1088/1757-899X/741/1/012015
[23] Tan, Z., Zhou, Z., Kong, H., Zhao, B., & Zhao, J. (2021). Single excavation face method for super-large-span bifurcated tunnels. Proceedings of the Institution of Civil Engineers: Geotechnical Engineering, 174(4), 406–418. doi: 10.1680/jgeen.20.00222
[24] Chortis, F., & Kavvadas, M. (2021). Three-Dimensional Numerical Analyses of Perpendicular Tunnel Intersections. Geotechnical and Geological Engineering, 39(3), 1771–1793. doi: 10.1007/s10706-020-01587-w
[25] Gkikas, V. I., & Nomikos, P. P. (2021). Primary Support Design for Sequentially Excavated Tunnel Junctions in Strain-Softening Hoek–Brown Rock Mass. Geotechnical and Geological Engineering, 39(3), 1997–2018. doi: 10.1007/s10706-020-01602-0
[26] Xie, S., Wu, Y., Chen, D., Liu, R., Han, X., & Ye, Q. (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. doi: 10.1007/s40789-022-00479-z
[27] Tan, Y., Wang, H., Fan, D., Liu, X., & Wang, X. (2022). Stability analysis and determination of large-section multi-chamber group in deep coal mine. Geomechanics and Geophysics for Geo-Energy and Geo-Resources, 8(1), 14. doi: 10.1007/s40948-021-00312-y
[28] Xu, H., Zhang, Y., Yang, J., Li, J., Sun, X., & Xie, C. (2022). Study on the Constant Resistance Coupling Support Technology for Rock Column at the Intersection Point of Deep Soft Rock Large Section Roadway: A Case Study in China. Shock and Vibration, 2022, 1–12. doi: 10.1155/2022/1574530
[29] Sun, X. ming, Qi, Z. min, Zhang, Y., Miao, C. yu, Zhao, C. wei, & He, M. chao. (2023). Failure mechanism and control countermeasures of surrounding rock at deep large section chamber intersection in the Wanfu Coal Mine. Journal of Mountain Science, 20(7), 2058–2075. doi: 10.1007/s11629-023-8004-y
[30] Siad, I., Akchiche, M., & Spyridis, P. (2023). Numerical Simulation of the Effect of Cross Passage Excavation on Surface Settlement. Geotechnical and Geological Engineering, 41(7), 4071–4082. doi: 10.1007/s10706-023-02508-3
[31] Jiang, J., Tao, R., Hesham El Naggar, M., Liu, H., & Du, X. (2024). Seismic performance and vulnerability analysis for bifurcated tunnels in soft soil. Computers and Geotechnics, 167, 106065. doi: 10.1016/J.COMPGEO.2024.106065
[32] IRITEC (2003) Tabas Coal Mine Project, detailed design report (Vol. 1).
[33] David, Y. (2023). Engineering Report. In Global Clinical Engineering Journal (Vol. 5, Issue 3). doi: 10.31354/globalce.v5i3.154