1987
DOI: 10.1016/0191-8141(87)90080-0
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The geometry of listric normal faults and deformation in their hangingwalls

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Cited by 135 publications
(55 citation statements)
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“…Data needed and average measured values Estimated depth to detachment (z) z = A/W A : area dropped below regional surface (2.2 Â 10 5 km ± 1.5 Â 10 4 km 2 ) 6.7 km ± 476 m Gibbs (1983) W: width of the listric fault system (3.2 km ± 510 m) z = A/H A 9.0 km ± 632 m Gibbs (1983) H: heave of the rollover anticline (2.4 km ± 1.7 km) z = A/D A 7.9 km ± 713 m Williams and Vann (1987) D: displacement of the rollover anticline assuming no shearing (27 km ± 1.5 km) z = A/[(D + W À F)/2] A, D, W 8.3 km ± 638 m Williams and Vann (1987) F: folded bed length (7.4 km ± 564 m) (Ojakangas and Stevenson, 1989). We have incorporated this Europan strain rate into our calculations because Miranda may have experienced greater strain rates in the past than associated with terrestrial conditions due to a previous tidal resonance with Umbriel and/or Ariel (Tittemore and Wisdom, 1990).…”
Section: Equation and Referencementioning
confidence: 99%
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“…Data needed and average measured values Estimated depth to detachment (z) z = A/W A : area dropped below regional surface (2.2 Â 10 5 km ± 1.5 Â 10 4 km 2 ) 6.7 km ± 476 m Gibbs (1983) W: width of the listric fault system (3.2 km ± 510 m) z = A/H A 9.0 km ± 632 m Gibbs (1983) H: heave of the rollover anticline (2.4 km ± 1.7 km) z = A/D A 7.9 km ± 713 m Williams and Vann (1987) D: displacement of the rollover anticline assuming no shearing (27 km ± 1.5 km) z = A/[(D + W À F)/2] A, D, W 8.3 km ± 638 m Williams and Vann (1987) F: folded bed length (7.4 km ± 564 m) (Ojakangas and Stevenson, 1989). We have incorporated this Europan strain rate into our calculations because Miranda may have experienced greater strain rates in the past than associated with terrestrial conditions due to a previous tidal resonance with Umbriel and/or Ariel (Tittemore and Wisdom, 1990).…”
Section: Equation and Referencementioning
confidence: 99%
“…12 and Table 5, the depth to detachment of a listric fault system can be estimated if the following parameters are determined: (1) the area dropped below the regional surface (A) and the width of the listric fault system (W) (Gibbs, 1983), (2) A and the displacement of the rollover anticline assuming no shearing (D) (Gibbs, 1983), (3) A and the heave of the rollover anticline (H) (Williams and Vann, 1987), and (4) A, H, D and the folded bed length of the rollover anticline (F) (Williams and Vann, 1987).…”
Section: Depth To Detachmentmentioning
confidence: 99%
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“…Davison 1986;Williams and Vann 1987;White 1992;Yamada and McClay 2003). Most of these models are based Fig.…”
Section: Laser Scan and 3d Modelmentioning
confidence: 99%
“…Since listric faults and associated hanging wall anticlines are common targets for hydrocarbon exploration, the balancing methods like the technique applied in this study have been widely used in order to support seismic interpretations (e.g. Gibbs 1984;Williams and Vann 1987).…”
Section: Listric Versus Planar Fault Geometrymentioning
confidence: 99%