Abstract :
The maximum fault link distance (lateral separation) between two interacting strike-slip
faults is studied in relation to fault length (combined length of the two interacting faults). Data collected
for laboratory generated strike-slip faults indicate that fault linkage takes place when the lateral
separation between two strike-slip faults is less than one tenth of the combined length of the two faults.
Strike-slip faults developed in clay models require a smaller link distance than those developed in gouge
materials. About 98% of the data collected for natural strike-slip faults and 93% of earthquake rupture
data derived from KNUEPFER (1989) follow the rule. These observations support a simple scaling
relationship for strike-slip faults, i.e., W50.1 L where W is lateral link distance and L the combined
fault length (AN and SAMMIS, 1996a). Two possible explanations are discussed. Assuming a fault
continues to be dominantly strike-slip after various fault coalescences, the fault link distance for both
compressional coalescence (leading to restraining bend) and extensional coalescence (leading to releasing
bend) can be constrained within 0.134 L. Assuming fault coalescence is caused by interaction between
breakdown zones at fault tips, then the scaling relationship b 0.1 l between the size of a breakdown
zone, b, and the individual fault length, l (SCHOLZ et al., 1993), leads to the scaling relationship
Wmax 0.1 L where Wmax is the maximum link distance.
The above observed relationship between Wmax and L may not hold if faults coalesce through
preexisting faults, if a fault has a mixed mode other than strike-slip, or if a fault bend is caused by cross
faulting rather than fault coalescence. Limited exposure of natural fault traces may also lead to errors
in link distance measurements.
Keywords :
strike-slip fault , Coalescence , link distance , combined fault length , bend.