关键词: 脆性岩石, 非均匀性, 数值模拟, 单轴压缩试验

Abstract: The failure rules of brittle rock under uniaxial compression test are studied primarily by using numerical simulation. The brittle rock failure mechanism and the end effect in the numerical simulation test of brittle rock failure are discussed; and some primary conclusions have been drawn. In the uniaxial compression test of brittle rock, tension failure dominates the failure process. Besides the material heterogeneity of rock specimen, the end effect is another important factor to affect the failure pattern of rock specimen. In general, such rules are in existence; the end restraint is more bigger, the failure pattern of rock specimen is more close to “X” dilatancy failure; the end restraint is more smaller, the failure pattern of rock specimen is more close to tension failure.

Key words: brittle rock, heterogeneity, numerical simulation, uniaxial compression test