2014
DOI: 10.1016/j.tecto.2014.09.013
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The role of salt layers in the hangingwall deformation of kinked-planar extensional faults: Insights from 3D analogue models and comparison with the Parentis Basin

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Cited by 31 publications
(35 citation statements)
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“…The dry sand was chosen to simulate the brittle deformation of upper crustal sedimentary rocks (Horsfield, 1977;McClay, 1990), and the PDMS polymer was used as our salt analog (Weijermars, 1986), as in most analog modeling studies Nalpas and Brun, 1993;Vendeville et al, 1995;Withjack and Callaway, 2000;Dooley et al, 2005;Soto et al, 2007;Ferrer et al, 2014Ferrer et al, , 2016. Silica sand has a Mohr-Coulomb behavior at moderate values of normal stress, and its mechanical properties were measured using a ring shear tester at the Fault Dynamics Research Group Laboratory.…”
Section: Modeling Materialsmentioning
confidence: 99%
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“…The dry sand was chosen to simulate the brittle deformation of upper crustal sedimentary rocks (Horsfield, 1977;McClay, 1990), and the PDMS polymer was used as our salt analog (Weijermars, 1986), as in most analog modeling studies Nalpas and Brun, 1993;Vendeville et al, 1995;Withjack and Callaway, 2000;Dooley et al, 2005;Soto et al, 2007;Ferrer et al, 2014Ferrer et al, , 2016. Silica sand has a Mohr-Coulomb behavior at moderate values of normal stress, and its mechanical properties were measured using a ring shear tester at the Fault Dynamics Research Group Laboratory.…”
Section: Modeling Materialsmentioning
confidence: 99%
“…Continued extension was accommodated by the formation of a salt-detached ramp-syncline basin lying above the salt unit and above the subsalt ramp syncline (Figures 4, 6c, and 7c). The lithostatic load produced by synkinematic sedimentation -combined with the subsalt fault slip -triggered salt flow from the areas with high vertical load (basin depocenter) to the edges of the salt-detached ramp-syncline basin, where the vertical load was lower (e.g., Kehle, 1988;Hudec and Jackson, 2007;Ferrer et al, 2014). This gave rise to salt-inflated areas bounding the salt-detached ramp syncline (Figure 7c).…”
Section: Second Phase: 7−15 CM Of Extensionmentioning
confidence: 99%
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