“…Most numerical simulations to date on collective behavior of earthquakes and faults employed generic 1‐D or 2‐D block‐spring arrays (Figure 3f) and cellular automata models combining various rules to form computer algorithms [e.g., Burridge and Knopoff , 1967; Otsuka , 1972; Saito et al , 1973; Fukao and Furumoto , 1985; Bak et al , 1987; Carlson and Langer , 1989; Ito and Matsuzaki , 1990; Rundle and Klein , 1993; Lomnitz‐Adler , 1993; Schmittbuhl et al , 1996; Ward , 1996; Kumagai et al , 1999; Steacy and McCloskey , 1999; Gabrielov et al , 1994, 2007]. The equations of motion, stress transfer functions, assumed rheology, and other aspects of typical block‐spring and cellular automata models of earthquakes are different (partially or entirely) from those characterizing deformation in either continuum or granular media.…”