1996
DOI: 10.1144/gsl.sp.1996.099.01.08
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A critique of techniques for modelling normal-fault and rollover geometries

Abstract: A review of the published literature indicates that antithetic oblique shear, at an angle of 30 ___ 10 ~ measured from the vertical, is the most appropriate algorithm for quantitative modelling of geometric relationships between downward-flattening normal faults and the strata in their hanging walls. This conclusion is based on 2D analysis of 11 natural examples (listric normal faults without apparent salt involvement, shale mobility, or footwall deformation) and selected laboratory physical models. It may not… Show more

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Cited by 14 publications
(12 citation statements)
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“…For a long time, most of these studies have been focused on the influence of the fault-plane shape and have modelled the hangingwall deformation using mostly brittle materials (e.g., Ellis and McClay, 1988;Hardy, 2011;Hauge and Gray, 1996;McClay, 1990;McClay and Ellis, 1987a;Patton, 2005;Schultz-Ela, 2003;White et al, 1986;Withjack and Schlische, 2006;Withjack et al, 1995;Xiao and Suppe, 1992) ( Fig. 1A and 1B).…”
Section: Introductionmentioning
confidence: 99%
“…For a long time, most of these studies have been focused on the influence of the fault-plane shape and have modelled the hangingwall deformation using mostly brittle materials (e.g., Ellis and McClay, 1988;Hardy, 2011;Hauge and Gray, 1996;McClay, 1990;McClay and Ellis, 1987a;Patton, 2005;Schultz-Ela, 2003;White et al, 1986;Withjack and Schlische, 2006;Withjack et al, 1995;Xiao and Suppe, 1992) ( Fig. 1A and 1B).…”
Section: Introductionmentioning
confidence: 99%
“…These faults are usually not planar, two-dimensional structures (as they are often represented), but are made up of a fault damage zone of a certain width, a zone of high fracturing around the main plane of movement. Secondly, due to the movement of the hanging wall block along the fault, the hanging wall block usually needs to change shape and deform internally (Hauge & Gray 1996). Well-known examples are the roll-over anticlines above listric normal faults.…”
Section: Modelling Tectonic Fracturesmentioning
confidence: 99%
“…During this movement, the hanging wall block deforms internally (Dula 1991). The internal deformation in the fault block is simulated by a numerical algorithm that mimics the deformation of the rocks in a geometrical way with preservation of volume (Hauge & Gray 1996;Kane et al 1997). When the restoration is successful, the hanging wall's movement is reversed to forward model the deformation history from the undeformed (restored) state to the deformed (present-day) situation.…”
Section: Hanging Wall Deformationmentioning
confidence: 99%
“…X', Y', and Z' are the passive axial fold surfaces: They are locked to the hanging wall and transported with it during extension. Dula (1991), and Haugue & Gray (1996). The effect of compaction on final shear orientation (Davison 1987;Xiao & Suppe 1989;Kerr & White 1992) is not taken into account here, because in the Matelles case, the thickness of the synrift Oligocene sediments is small (<500 m) and most of the hanging wall is constituted by already compacted Jurassic and Valanginian prerift series.…”
Section: Conceptual Modelmentioning
confidence: 99%