Abstract
Engineering disturbance-induced adjustment of the stress field in the surrounding rock is the main reason that leads to dynamic disasters in deep rocks. This study selected the mining roadway in the No. 92125 working face of the Chacheng Coal Mine as the engineering background for in-depth and systematical analysis on the principal stress path and the changes in the principal stress direction of surrounding rocks under excavation-induced disturbance and the resultant damages. Results demonstrate that the fracture planes were along the direction of intermediate principal stress under true triaxial tests and the internal cracks in the rock strongly depend on the direction of the intermediate principal stress. Therefore, variations in the stress path of the roadway surrounding rocks can cause dramatic changes in their fracture characteristics (direction of rupture). The same results were found for the analysis: the variation of the direction of principal stress on the surrounding rocks in the roadway created adverse effects, which thus triggered great damages. The areas of roof and the shoulder angle, etc. were strongly affected by the principal stress rotation, and the damage caused was obvious. According to the damage characteristics of the surrounding rocks caused by the principal stress rotation during excavation in half-coal-rock roadway, the idea of strengthening support in key areas was proposed, and a high-strength pre-tension support scheme using anchor beam, nets, and cables was proposed. Finally, field measurement results of displacement on the surface and in surrounding rocks reveal that using the optimized supporting scheme effectively controlled deformation in the roadway, ensuring stability of the roadway and meeting engineering requirements.
Similar content being viewed by others
References
Cai M (2008) Influence of intermediate principal stress on rock fracturing and strength near excavation boundaries-insight from numerical modeling. Int J Rock Mech Min 45(5):763–772
Chang C, Haimson B (2012) A failure criterion for rocks based on true triaxial testing. Rock Mech Rock Eng 45(6):1007–1010
Chen J, Jiang D, Ren S, Yang C (2016) Comparison of the characteristics of rock salt exposed to loading and unloading of confining pressures. Acta Geotech 11(1):221–230
Du K, Li X, Li D, Weng L (2015) Failure properties of rocks in true triaxial unloading compressive test. Trans Nonferrous Metal Soc 25(2):571–581
Eberhardt E (2001) Numerical modelling of three-dimension stress rotation ahead of an advancing tunnel face. Int J Rock Mech Min 38(4):499–518
Eftekhari M, Baghbanan A, Hashemolhosseini H (2016) Crack propagation in rock specimen under compressive loading using extended finite element method. Arab J Geosci 9(2):145
Gong P, Ma Z, Ni X, Zhang R (2017) Floor heave mechanism of gob-side entry retaining with fully-mechanized backfilling mining. Energies 10(12):2085
Huang D, Li Y (2014) Conversion of strain energy in triaxial unloading tests on marble. Int J Rock Mech Min 66
Jia H, Li G, Wang L, Qiao A (2017) Characteristics of stress-field environment and roof falling mechanism of mining influenced roadway. J Min Saf Eng 34(4):707–714
Jiang B, Gu S, Wang L, Zhang G, Li W (2019) Strainburst process of marble in tunnel-excavation-induced stress path considering intermediate principal stress. J Cent South Univ 26(4):984–999
Kaiser PK, Yazici S, Maloney S (2001) Mining-induced stress change and consequences of stress path on excavation stability — a case study. Int J Rock Mech Min 38(2):167–180
Li X, Chai Y (2019) Determination of pillar width to improve mining safety in a deep burst-prone coal mine. Saf Sci 113:244–256
Li J, Sheng Q, Zhu Z, Leng X, Liu S (2017) Analysis of stress path and failure mode of surrounding rock during Mine-by test tunnel excavation. Chin J Rock Mech Eng 36(4):821–830
Li Z, Wang L, Lu Y, Li W, Wang K, Fan H (2019) Experimental investigation on true triaxial deformation and progressive damage behaviour of sandstone. Sci Rep 9:3386
Ptacek J, Konicek P, Stas L, Waclawik P, Kukutsch R (2015) Rotation of principal axes and changes of stress due to mine-induced stresses. Can Geotech J 52(10):1440–1447
Read RS (2004) 20 years of excavation response studies at AECL’s Underground Research Laboratory. Int J Rock Mech Min 41(8):1251–1275
Su G, Jiang J, Feng X, Jiang Q, Chen Z, Mo J (2019) Influence of loading rate on strainburst: an experimental study. Bull Eng Geol Environ 78(5):3559–3573
Wong RKS (1986) Sand sheared by stresses with cyclic variations in direction. Geotechnique 36(2):215–226
Xia X, Li HB, Li JC, Liu B, Yu C (2013) A case study on rock damage prediction and control method for underground tunnels subjected to adjacent excavation blasting. Tunn Undergr Space Technol 35:1–7
Xie H, Gao F, Ju Y (2015) Research and development of rock mechanics in deep ground engineering. Chin J Rock Mech Eng 34(11):2161–2178
Yan P, Lu W-B, Chen M, Hu Y-G, Zhou C-B, Wu X-X (2015) Contributions of in-situ stress transient redistribution to blasting excavation damage zone of deep tunnels. Rock Mech Rock Eng 48(2):715–726
Yang SQ, Jing HW, Li YS, Han LJ (2011) Experimental investigation on mechanical behavior of coarse marble under six different loading paths. Exp Mech 51(3):315–334
Yu W, Feng T, Wang W, Liu H, Ma P, Wang P, Li R (2014) Deformation mechanism control principle and technology of soft half coal rock roadway. Chin J Rock Mech Eng 33(4):658–671
Zhang SR, Liang LH (2007) Analysis on tunnel liner supporting time considering three-dimensional stress rotation. J Hydraul Eng 38(6):704–709
Zhang C, Zhou H, Feng X, Xing L, Qiu S (2013) Layered fractures induced by principal stress axes rotation in hard rock during tunnelling. Mater Res Innov 15(sup1):s527–s530
Zhao J, Feng XT, Zhang XW, Zhang Y, Yang CX (2018) Brittle-ductile transition and failure mechanism of Jinping marble under true triaxial compression. Eng Geol 232:160–170
Zheng Z, Feng X-T, Yang C-X, Zhang X-W, Li S-J, Qiu S-L (2020) Post-peak deformation and failure behaviour of Jinping marble under true triaxial stresses. Eng Geol 265:105444
Zhu GA, Dou LM, Li ZL, Cai W, Kong Y, Li J (2016) Mining-induced stress changes and rock burst control in a variable-thickness coal seam. Arab J Geosci 9(5):365
Author information
Authors and Affiliations
Corresponding author
Ethics declarations
Conflict of interest
The authors declare that they have no competing interests.
Additional information
Responsible Editor: Zeynal Abiddin Erguler
Rights and permissions
About this article
Cite this article
Li, Z., Wang, L., Lu, Y. et al. Effect of principal stress rotation on the stability of a roadway constructed in half-coal-rock stratum and its control technology. Arab J Geosci 14, 292 (2021). https://doi.org/10.1007/s12517-021-06623-4
Received:
Accepted:
Published:
DOI: https://doi.org/10.1007/s12517-021-06623-4