Abstract
To study the influence of stress axis rotation on the strength of water-rich soft rock in the process of mine construction, the GDS hollow cylinder testing system was adopted to conduct directional shear testing and pure principal stress axial rotation testing on water-rich mudstone in different principal stress directions with the soft rock in the roadway engineering project of the Hongqingliang Coal Mine as a research object. The strain variation law and non-coaxial characteristics of water-rich soft rockwater-rich soft rock under the rotation of two different stress directions were studied. Additionally, two types of soft rocks with different water contents were compared (natural soft rock and water-rich soft rock) and the results indicated that the deformation of water-rich mudstone is accumulated with the rotation of the principal stress axis. The deformation of the water-rich mudstone was greater than that of the natural mudstone and it exhibited non-coaxial characteristics. The non-coaxial angle of water-rich mudstone is correlated with the principal stress rotation angle α and medium principal stress coefficient b to some extent. The smaller the medium principal stress coefficient b, the larger the non-coaxial angle. When b = 0, the maximum non-coaxial angle is 3.2°. Based on the test results and waveform function model, an empirical equation of the non-coaxial angle of argillaceous water-rich mudstone under the principal stress axis rotation is established, which can effectively predict the non-coaxial angle variation law of water-rich mudstone under the stress axis rotation.
Similar content being viewed by others
References
Barsanescu P, Sandovici A, Serban A (2018) Mohr-Coulomb criterion with circular failure envelope, ex-tended to materials with strength-differential effect. J Mater Des 148:49–70. https://doi.org/10.1016/j.matdes.2018.03.043
Cui W, Wang N (2016) Stress spindle rotation of surrounding rock during excavation and its influence on failure mode of surrounding rock. J J Central South Univ (Natl Sci) 45(6):2062–6070
Deng HF, Zhou ML, Li JL et al (2016) Creep degradation mechanism by water-rock interaction in the red-layer soft rock[J]. Arab J Geosci 26(4):1–12. https://doi.org/10.1007/s12517-016-2604-6
Derek MC (1997) Seventeenth Canadian geotechnical colloquium: the effect of cohesion loss and stress path on brittle rock strength[J]. Int J Can Geotech 34(5):699–725. https://doi.org/10.1139/cgj-34-5-698
Diederichs MS, Kaiser PK, Eberhardt E (2004) Damage initiation and propagation in hard rock during tunneling and the influence of near-face stress rotation. J Int J Rocks Mech Min Sci 41(5):785–812. https://doi.org/10.1016/j.ijrmms.2004.02.003
Gao ZW, Zhao JD (2017) A non-coaxial critical-state model for sand accounting for fabric anisotropy and fabric evolution. J Int J Solids Struct 106:200–212. https://doi.org/10.1016/j.ijsolstr.2016.11.019
Han LJ, He YN, Zhang HQ (2016) Study of rock splitting failure based on Griffith strength theory. J Int J Rock Mech Min Sci 83(3):116–121. https://doi.org/10.1016/j.ijrmms.2015.12.011
He MC (2014) Research progress and challenge of deep soft rock engineering. J J China Coal Soc 39(8):1409–1417. https://doi.org/10.13225/j.cnki.jccs.2014.9044
He MC, Hu YG, Guo ZB (2005) Research on coupling support technology of large section soft rock roadway[J]. Ground Pressure and Strata Control (04):1-3+142
He MC, Xie HP, Peng SP et al (2015) Study on rock mechanics in deep mining. J Chin J Rock Mech Eng 24(16):2803–2813 CNKI:SUN:YSLX.0.2005-16-000
Kaiser PK, Yazici S, Maloney S (2018) Mining induced stress change and consequences of stress path on excavation stability: A case study. J Int J Rock Mech Min Sci 38(2):167–180. https://doi.org/10.1016/S1365-1609(00)00038-1
Li JZ(2015) Study on mechanical characteristics of stress shell of floor rock in stope. Dissertation, Anhui University of Science and Technology.
Li XF, Huang MS, Kong L (2013) Failure characteristics of sand considering the rotation of principal stress axis at macro and micro scale. J Rock Soil Mech 34(07):1923–1930. https://doi.org/10.16285/j.rsm.2013.07.042
Li JH, Sheng Q, Zhu ZQ et al (2017) Stress path and failure mode analysis of surrounding rock during excavation of mine-by experimental tunnel. J Chin J Rock Mech Eng 36(4):821–830. https://doi.org/10.13722/j.cnki.jrme.2016.0540
Liu JS (2015) Study on static and dynamic characteristics and settlement law of silty clay foundation of high-speed Railway. Dissertation, Liaoning Project Technology University.
Ma ZY, Liao HJ, Dang FN (2017) Effect of intermediate principal stress on strength of soft rock under complex stress states. J J Central South Univ 21(4):1583–1593. https://doi.org/10.1007/s11771-014-2099-9
Qiao WG, Wei JZ, Lin DG et al (2013) Analysis on deformation and failure mechanism of Jurassic Cretaceous extremely soft rock tunnel. J J Shandong Univ Sci Technol (Natural Science edition) 32(4):1–6. https://doi.org/10.16452/j.cnki.sdkjzk.2013.04.001
Roscoe KH, Bassett RH, Cole ER (1967) Principal axes observed during simple shear of a sand. J Proc Geotech Conf Oslo 1:231–237
Shen Y (2007) Experimental study on undisturbed soft clay considering principal stress direction variation. Dissertation, Zhejiang University.
Sivathayalan S, Logeswaran P, Manmatharajan V (2015) Cyclic resistance of a loose sand subjected to rotation of principal stress. J Geotech Geoenviron 141(3):401–411. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001250
Su G, Shi Y, Feng X et al (2018) True-triaxial experimental study of the evolutionary features of the acoustic emissions and sounds of rock burst processes. J Rock Mech Rock Eng 51(2):375–389. https://doi.org/10.1007/s00603-017-1344-6
Wang B (2011) Loading and unloading mechanical properties and multi-field coupling of deep marble. Dissertation, Wuhan University of Technology.
Wang WM, Zhao ZH, Wang L (2013) Elastic-plastic damage analysis of surrounding rock of soft rock roadway considering stiffness and strength weakening. J J Min Saf Eng 30(5):679–684 CNKI:SUN:KSYL.0.2013-05-0
Xie HP, Gao F, Ju Y (2015) Deep rock mechanics research and exploration. J Chin J Rock Mech Eng 34(11):2161–2178. https://doi.org/10.13722/j.cnki.jrme.2015.1369
Yuan C(2017) Study on deformation and failure mechanism and stability control principle of deep roadway surrounding rock. Dissertation, University Of Science and Technology Of Hunan
Zeng YY(2015) Spatial and temporal distribution characteristics of surrounding rock fracture zone in deep buried cavern. Dissertation, Chongqing University.
Zhang XD, Li J, Liu JS et al (2017) Study on deformation characteristics and control countermeasures of soft rock roadway with strong expansion. J J Chin Univ Min Technol 46(3):493–500. https://doi.org/10.13247/j.cnki.jcumt.000678
Zhao WS(2016) Study on recombination and mechanical properties evolution of argillaceous weakly cemented rock mass. Dissertation. China Mining University.
Zhao ZH, Wang WM, Gao X (2014) Evolution laws of strength parameters of soft rock at the post-peak considering stiffness degradation. J J Zhejiang Univ-Sci A (Appl Physics Eng) 15(4):282–290. https://doi.org/10.1631/jzus.A1300314
Zhao WS, Han LJ, Zhang YJ et al (2015) Influence of principal stress on surrounding rock stability of deep soft rock roadway. J J Min Saf Eng 32(3):504–510. https://doi.org/10.13545/j.cnki.jmse.2015.03.025
Zhou XP (2006) Triaxial compressive behavior of rock with mesoscopic heterogenous behavior: strain energy density factor approach [J]. Theor Appl Fract Mech 45(1):46–63. https://doi.org/10.1016/j.tafmec.2005.11.002
Zhou XP (2010) Dynamic damage constitutive relation of mesoscopic heterogenous brittle rock under rotation of principal stress axes [J]. Theor Appl Fract Mech 54(2):110–116. https://doi.org/10.1016/j.tafmec.2010.10.006
Zhou H, Li Z, Hu D W, et al.(2014) Hollow cylindrical torsional shear instrument for rock. P China: CN201410343475.0.
Zhou Y, Wang JA (2016) Study on reasonable spacing of large section roadway under very soft surrounding rock in west China[J]. Coal mine safety 47(09):225–228. https://doi.org/10.13347/j.cnki.mkaq.2016.09.063
Zhou H, Qu CK, Wang ZC et al (2017) Simulation of surrounding rock evolution characteristics and analysis of disturbance stress field in deep roadway excavation. J Chin J Rock Mech Eng 36(8):1821–1831
Zhu ZQ, Sheng Q, Zhou YQ et al (2015) Study on disturbance characteristics and law of stress excavation in surrounding rock of tunnel. J. Journal of Applied Basic and Engineering. Science 23(2):349–358. https://doi.org/10.16058/j.issn.1005-0930.2015.02.012
Acknowledgements
The authors gratefully acknowledge the helpful comments of the reviewers and also thank Editage (www.editage.cn) for English language editing.
Funding
This research was supported by the State Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining & Technology (grant no. SKLGDUEK1914), and the National Natural Science Foundation of China (grant no. 51774166).
Author information
Authors and Affiliations
Corresponding author
Ethics declarations
Conflict of interest
The authors declare no competing interests.
Additional information
Responsible Editor: Zeynal Abiddin Erguler
Rights and permissions
About this article
Cite this article
Zhang, X., Zhang, X., Liu, J. et al. Experimental study on the mechanical properties of water-rich mudstone under principal stress axis rotation. Arab J Geosci 15, 65 (2022). https://doi.org/10.1007/s12517-021-09340-0
Received:
Accepted:
Published:
DOI: https://doi.org/10.1007/s12517-021-09340-0