1994
DOI: 10.1016/0191-8141(94)90134-1
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Slip distributions on faults: effects of stress gradients, inelastic deformation, heterogeneous host-rock stiffness, and fault interaction

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Cited by 299 publications
(178 citation statements)
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“…The isolated segments grow by radial tip propagation, following the growth path Dmax = c.L n , with maximum rates of displacement at the centre of the segments. Continued slip and the lateral propagation of neighbouring faults 1 and 2, however, leads to the interaction of stresses local to the structures (Bürgmann et al, 1994) (Willemse et al, 1996) (Willemse, 1997). This results in an increase in the rate of displacement on both segments, particularly in the region of fault overlap, e.g.…”
Section: Discussionmentioning
confidence: 99%
“…The isolated segments grow by radial tip propagation, following the growth path Dmax = c.L n , with maximum rates of displacement at the centre of the segments. Continued slip and the lateral propagation of neighbouring faults 1 and 2, however, leads to the interaction of stresses local to the structures (Bürgmann et al, 1994) (Willemse et al, 1996) (Willemse, 1997). This results in an increase in the rate of displacement on both segments, particularly in the region of fault overlap, e.g.…”
Section: Discussionmentioning
confidence: 99%
“…Studies have shown that fault and fracture spacing is dependent on mechanical layer thickness (Bai and Pollard, 2000;Ackermann et al, 2001;Soliva and Benedicto, 2005;Soliva et al, 2006) and material property contrasts, in particular the Young's modulus (Bürgmann et al, 1994;Bonafede and Rivalta, 1999;Bai and Pollard, 2000) which is influenced by layering. Additionally, spacing between faults becomes more regular as the population density increases (Ackermann et al, 2001).…”
Section: Mechanical Discontinuity and Layer Thickness Estimatesmentioning
confidence: 99%
“…Then, we present analytical results and numerical simulations of a single contractiondriven normal fault embedded in uncemented sediments. We build our understanding on previous numerical studies that showed agreement between natural displacement fields and those obtained in models where the elastic strain accumulation results from remote loading of a medium with an embedded shear plane [Eshelby, 1957;Pollard and Segall, 1987;Burgmann et al, 1994;Willemse et al, 1996]. As part of the study, we evaluate the material properties that are required to justify the magnitude of displacements typically observed in polygonal fault systems worldwide.…”
Section: Introductionmentioning
confidence: 99%