TY - JOUR N2 - In this paper, the different mechanical behaviors of layered rocks with different bedding angles during uniaxial compression tests are studied. Numerical simulation models of layered rock are validated based on laboratory tests, and uniaxial compression tests are conducted by using Particle Flow Code (PFC). Using these simulations, the uniaxial compressive strength, failure patterns, development of micro-cracks, and displacement of meso particles are analyzed. When the bedding angle is similar to the failure angle, the macro failure planes develop directly along the beddings, the bedding behavior dictates the behavior of the layered rock, reducing the compressive strength. L1 - http://www.journals.pan.pl/Content/110192/PDF/Archiwum-64-1-12-Yao.pdf L2 - http://www.journals.pan.pl/Content/110192 PY - 2019 IS - No 1 EP - 193 DO - 10.24425/ams.2019.126279 KW - Layered rock KW - Uniaxial compression test KW - Particle Flow Code (PFC) KW - Bedding angle KW - Micro-cracks A1 - Yao, Nan A1 - Ye, Yi-Cheng A1 - Hu, Bin A1 - Wang, Wei-Qi A1 - Wang, Qi-Hu PB - Committee of Mining PAS VL - vol. 64 DA - 2019.03.19 T1 - Particle Flow Code modeling of the mechanical behavior of layered rock under uniaxial compression SP - 181 UR - http://www.journals.pan.pl/dlibra/publication/edition/110192 T2 - Archives of Mining Sciences ER -