Fig. 1.Example calculations of the maximum Coulomb failure stress change along optimally oriented right-lateral (black) and left-lateral (white) planes, as a function of the regional stress direction. The regional stress magnitude is 100 bars uniaxial compression. The example fault is 70 km long and 12.5 km deep with 5 m of tapered slip and a stress drop of 85 bars. The coefficient of friction (=0.4) controls the angle between the right and left lateral planes and the influence of the normal stress on the Coulomb stress. Near the fault, the optimal planes are rotated because the failure stress change is nearly as large as the regional stress.

 

R. S. Stein, G. C. P. King and J. Lin,
Change in failure stress on the southern San Andreas fault system caused by the 1992 Magnitude=7.4 Landers earthquake, Science, 258, pp. 1328-1332, 1992.
[Online Article]