
Analysis of Rock Creep Patterns Based on Octahedral Strength Theory
By: Shiwei Wu, Tao Yang, Huailin Chen, Zhe Zhang and Hanqing Teng

References
- Chen, T., Xiao, S. & Cheng, Q. (2019). Long-term deformation and stability analysis of gravity-anchored slopes on the Kangding bank of the Luding Dadu River Bridge. Journal of Engineering Geology, 27(3), 632–639.
https://doi.org/CNKI:SUN:GCDZ.0.2019-03-022 . - Deshpande, S., & Hedaoo, N. (2024). Evaluation of Face Stability for Mega Tunnel Under Varying Ground Strength Parameters. Civil and Environmental Engineering, 20(2), 720–729.
https://doi.org/10.2478/cee-2024-0054 . - Gong, C. (2011). Rheomechanical characteristics of the left bank slope of Jinping first class hydropower station and stability analysis of deformation during construction period. Chengdu University of Technology.
https://cdmd.cnki.com.cn/Article/CDMD-10616-1011235844.htm . - Han, B., Wang, Z. & Hao Q. (2007). Triaxial creep test of granite and its damage bifurcation characteristics in a region. Journal of Rock Mechanics and Engineering, (S2), 4123–4129.
https://www.cqvip.com/QK/96026X/2007S2/89837688504848558350485556.html . - Hashiba, K. & Fukui, K. (2024). Experimental Study on the Accelerating Creep of Rock Under Dry and Wet Conditions Based on a New Test Method. Rock Mechanics and Rock Engineering, 57, 5969–5983.
https://doi.org/10.1007/s00603-024-03832-7 . - He, Q. (2016). Experimental study on creep characteristics of uniaxial loading and unloading of red sandstone. Donghua University of Science and Technology.
https://cdmd.cnki.com.cn/Article/CDMD-10405-1016758640.htm . - Hoek, E., & Brown, E. T. (1980). Empirical strength criterion for rock masses. Journal of Geotechnical and Geoenvironmental Engineering ASCE, 106(9), 1013–1035.
https://doi.org/10.1061/AJGEB6.0001029 . - Hoek, E., & Brown, E. T. (1980). Underground excavations in rocks. London: Institution of Mining and Metallurgy, 527.
https://doi.org/10.1201/9781482288926 . - Hoek, E., Torres, C., & Corkum, B. (2002). Hoek-Brown failure criterion-2002 Edition. NARMS-TAC Conference, Toronto. 1, 267–273.
https://www.researchgate.net/publication/282250802_Hoek-Brown_failure_criterion_-_2002_Edition . - Hoek, E., Wood, D., & Shah, S. (1992). A modified Hoek-Brown criterion for jointed rock masses. ISRM Symposium, Eurock '92, Chester. UK, 14–17.
https://doi/epdf/10.1680/rc.35621.0037 . - Huang, S. Zhang, J., & Ding, X. (2024). A Three-dimensional Anisotropic Creep Model for Predicting the Time-dependent Deformation of Layered Rock Mass, Rock Mechanics and Rock Engineering, 57, 3577–3600.
https://doi.org/10.1007/s00603-023-03745-x . - Kang, W., Li, X. & Wen, Q. (2021). Research on bridge design of Changdu to Linzhi section of Sichuan-Tibet railway. Railway Standard Design, 65(11), 105–112.
https://doi.org/10.13238/j.issn.1004-2954.202106300003 . - Li, M. (2019). Study on linear creep modelling of Shuibuya flint limestone. Three Gorges University.
https://doi.org/10.27270/d.cnki.gsxau.2019.000318 . - Li, X., Li, L. & Qi. C. (2024). A true triaxial compression-induced microcracking model for evaluating short-term progressive and long-term creep failures of brittle rock. International Journal of Rock Mechanics and Mining Sciences, 175(11), 105669.
https://doi.org/10.1016/j.ijrmms.2024.105669 . - Liang, B., Zhang, T. & Wang, J. (2018). Experimental study on creep properties of gneiss. Experimental Mechanics, 33(3), 451–460.
https://doi.org/CNKI:SUN:SYLX.0.2019-01-022 . - Ma, D., Duan, H. & Zhang, J. (2021). Experimental study on creep-erosion coupling mechanical properties of rock body sudden water hazard in fault fracture zone. Journal of Rock Mechanics and Engineering, 40(9), 1751–1763.
https://doi.org/10.13722/j.cnki.jrme.2021.0572 . - Meng, Q., Wang, H., Bai, L., Zhao, F. & Bai, J. (2025). Rock mass properties prediction method in TBM tunnel based on principal component analysis (PCA). Civil and Environmental Engineering, 0(0).
https://doi.org/10.2478/cee-2026-0051 . - Nadai, A. (1933). Theories of Strength. Journal of Applied Mechanics. 1(3): 111–123.
https://doi.org/10.1115/1.4012198 - Ros, M. & Eichinger, A. (1926). Versuche zur Klärung der Frage der Bruchgefahr, Zürich: Eidgenössische Materialprüfanstalt Zürich.
https://lib.ugent.be/catalog/rug01:002005419 . - Jacob, S., Saeidi, A., Vara, A., Prasad Chavali, R. V., & Sadrekarimi, A. (2024). Assessment of the Relationship between Undrained Shear Strength and Geotechnical Parameters for Sensitive Clays of Eastern Canada. Geo-Congress 2024, 435–445.
https://doi.org/10.1061/9780784485309.045 . - Sonmez, H. & R Ulusay, R. (1999). Modifications to the geological strength index (GSI) and their applicability to stability of slopes. International Journal of Rock Mechanics and Mining Sciences, 36(6), 743–760.
https://doi.org/10.1016/S0148-9062(99)00043-1 . - Su, R., Liu, X. & Shen, H. (2018). Study on uniaxial creep characteristics of siltstone under cyclic shock perturbation. Journal of Applied Basic and Engineering Sciences, 26(6), 1327–1337.
https://doi.org/10.16058/j.issn.1005-0930.2018.06.016 . - Tang, R., Du, Y. & Sun, Y. (2024). Experimental study and failure criterion analysis of dynamic mechanical performance of hydraulic asphalt concrete under combined compression-shear stresses, Materials and Structures, 57, 1–18.
https://doi.org/10.1617/s11527-024-02295-0 . - Wang, J., Liu, X., & Song, Z. (2018). Creep model for the whole process of uniaxial compression of salt rock based on inverse S function. Journal of Rock Mechanics and Engineering, 37(11), 2446–2459.
https://doi.org/10.13722/j.cnki.jrme.2018.0670 . - Wei, Y. (2021). Mechanical characterisation of creep damage in saturated frozen sandstones of the Western Cretaceous, Xi'an University of Science and Technology.
https://link.cnki.net/doi/10.27397/d.cnki.gxaku.2020.00000 . - Wu, S., Wei, Z. & Yang, Y. (2019). Estimation of rock mechanical parameters based on Hoek-Brown criterion and its engineering application. Chinese Journal of Geological Hazards and Prevention, 30(01), 119–125.
https://doi.org/10.16031/j.cnki.issn.1003-8035.2019.01.15 . - Xu, D. (2016). Research on creep characteristics of red layer rocks and its nonlinear intrinsic modelling. Southwest Jiaotong University.
https://cdmd.cnki.com.cn/article/cdmd-10613-1016152221.htm . - Xu, P., Shao, S., Fang, L. & Sun, Z. (2022). Study on transverse isotropic damage criterion based on spatial surface variation. Journal of Geotechnical Engineering, 44(06), 1036–1043.
https://doi.org/10.11779/CJGE202206007 . - Yan, Z., Xia, C. & Li, H. (2008). Study on the rheological law of Jinping marble under graded unloading conditions. Journal of Rock Mechanics and Engineering, 027(010), 2153–2159, 200.
https://doi.org/10.3321/j.issn:1000-6915.2008.10.026 . - Yang, K., Han, C. & Liu, X. (2021). Experimental and modelling study on creep of sandstone under graded loading and unloading. Journal of Changjiang Academy of Sciences, 38(3), 97–102.
https://doi.org/10.11988/ckyyb.20191402 . - Zeng, P., Ji, H. & Zhao, K. (2016). Research on the anisotropic properties and long-term strength test of sericitised kyanite. China Mining Industry, 25(4), 141–145.
https://doi.org/10.3969/j.issn.1004-4051.2016.04.030 . - Zhang, C., Ji, E. & Wang, B. (2023). Research on the Relationship between Soil Shear Stress Level and Safety Factor. Advances in Materials Science and Engineering, 1–10.
https://doi.org/10.1155/2023/9775240 . - Zhang, L., Sun, X., Li, S. & Li, Y. (2011). Fundamentals and application of rock mechanics, Harbin Institute of Technology Press.
https://hitpress.hit.edu.cn/2017/1213/c12593a196542/page.htm .
DOI: https://doi.org/10.2478/cee-2026-0102 | Journal eISSN: 2199-6512 (formerly 1336-5835) | Journal ISSN: 1336-5835
Language: English
Submitted on: Dec 3, 2025
Accepted on: Feb 25, 2026
Published on: May 21, 2026
Published by: University of Žilina
In partnership with: Paradigm Publishing Services
Publication frequency: 4 issues per year
Keywords:
Related subjects:
© 2026 Shiwei Wu, Tao Yang, Huailin Chen, Zhe Zhang, Hanqing Teng, published by University of Žilina
This work is licensed under the Creative Commons Attribution 4.0 License.