研究结果表明，岩石系统的稳定性首先取决于系统内部的刚度分布；
The outcome of the research shows clearly that the stability characteristic of the rock system is determined first of all by the stiffness distribution in the system.
上述理论分析与一维动静组合载荷岩石系统的失稳破坏试验结果是吻合的。
These theoretical analytical results are proved by experiment on uniaxial static loading rock system under dynamic loading.
由于分形系统属于非线性系统，在爆破过程中，岩石系统的非线性特征非常突出。
The rock fractal system is characterized by nonlinearity, which can be clearly seen in blasting.
应用推荐