1. Cai, M. F., He, M. C. & Liu, D. Y. Rock Mechanics and Engineering (Science and Technology Press, Beijing, 2002).
2. Lu-lu, L. I. et al. Meso researchon the mechanical properties ofrock-like materialcontaining trident cracks under uniaxial compression. Rock Soil Mech. 39(10), 170–178 (2018).
3. Na, Z. et al. Numerical simulation of creep fracture evolution in fractured rock masses. Front. Earth Sci. 10, 901742 (2022).
4. Yang Chao, Xu., Xuan, W. L., Qianjiang, S. & Ruihong, W. Relationship between creep characteristics of intact rock and single-flawed sandstone under different critical stress intervals. Chin. J. Rock Mech. Eng. 14(07), 1347–1357 (2022) ((in Chinese)).
5. Chao, Y., Jiao, W., Xingchen, D., Lehua, W. & Ruihong, W. Uniaxial creep test and three-dimensional numerical simulation of double flawed sandstone with different rock bridge angles. Chin. J. Rock Mech. Eng. 42(10), 2466–2477 (2023) ((in Chinese)).