A numerical method, RFPA(superscript 2D) used in analysis of rock failure process, is applied to study the influence of macroscopic heterogeneity on macroscopic mechanical behavior of rock failure and seismic sequence types.
A numerical method, RFPA(superscript 2D) used in analysis of rock failure process, is applied to study the influence of macroscopic heterogeneity on macroscopic mechanical behavior of rock failure and seismic sequence types.
摘要运用岩石破裂过程分析RFPA(上标2D)系统，研究了岩石介质宏观非均匀性（含裂纹）对宏观力学行为和微震序列类型的影响。