2016
DOI: 10.1016/j.marpetgeo.2016.05.010
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Experimental studies of the controls of the geometry and evolution of salt diapirs

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Cited by 9 publications
(8 citation statements)
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“…Yet it was Nettleton himself (Nettleton and Elkins, 1947;Nettleton, 1955) who subsequently questioned this approach due to the inability of viscous models to reproduce the faulting commonly present around Gulf Coast salt domes (e.g., Wallace, 1944) and thus began using granular materials to simulate the overburden. Other early models also used weak salt analogs but stronger surrounding material (e.g., McDowell, 1951, 1955;Withjack and Scheiner, 1982;Lemon, 1985), and almost all experimental and numerical modeling of diapirs during the past three decades has followed this approach (e.g., Vendeville and Jackson, 1992;Davison et al, 1993;Schultz-Ela et al, 1993;Daudré and Cloetingh, 1994;Vendeville and Nilsen, 1995;Alsop et al, 1995;Alsop, 1996;Fredrich et al, 2003;Schultz-Ela, 2003;Dooley et al, 2005;Yin and Groshong, 2007;Yin et al, 2009;Sanz and Dasari, 2010;Nikolinakou et al, 2012Nikolinakou et al, , 2014Nikolinakou et al, , 2017Callot et al, 2016;Karam and Mitra, 2016;Heidari et al, 2017Heidari et al, , 2019Ferrer et al, 2018).…”
Section: Salt Stocks/wallsmentioning
confidence: 99%
“…Yet it was Nettleton himself (Nettleton and Elkins, 1947;Nettleton, 1955) who subsequently questioned this approach due to the inability of viscous models to reproduce the faulting commonly present around Gulf Coast salt domes (e.g., Wallace, 1944) and thus began using granular materials to simulate the overburden. Other early models also used weak salt analogs but stronger surrounding material (e.g., McDowell, 1951, 1955;Withjack and Scheiner, 1982;Lemon, 1985), and almost all experimental and numerical modeling of diapirs during the past three decades has followed this approach (e.g., Vendeville and Jackson, 1992;Davison et al, 1993;Schultz-Ela et al, 1993;Daudré and Cloetingh, 1994;Vendeville and Nilsen, 1995;Alsop et al, 1995;Alsop, 1996;Fredrich et al, 2003;Schultz-Ela, 2003;Dooley et al, 2005;Yin and Groshong, 2007;Yin et al, 2009;Sanz and Dasari, 2010;Nikolinakou et al, 2012Nikolinakou et al, , 2014Nikolinakou et al, , 2017Callot et al, 2016;Karam and Mitra, 2016;Heidari et al, 2017Heidari et al, , 2019Ferrer et al, 2018).…”
Section: Salt Stocks/wallsmentioning
confidence: 99%
“…2C; Vendeville & Jackson, 1992). Active rise causes sediments around the diapir to be buoyed up by its rise and may lead to piercement of the sea floor (Vendeville & Jackson, 1992;Karam & Mitra, 2016). Active piercement is theoretically less likely to occur in mud diapirism than during salt diapirism, due to a lesser density contrast between muds and the surrounding sediment (Morley & Guerin, 1996;Kopf, 2002;Morley, 2003), but overpressure may facilitate it.…”
Section: Mud Diapirismmentioning
confidence: 99%
“…Active piercement is theoretically less likely to occur in mud diapirism than during salt diapirism, due to a lesser density contrast between muds and the surrounding sediment (Morley & Guerin, 1996;Kopf, 2002;Morley, 2003), but overpressure may facilitate it. Diapirs exposed at the sea floor form passive diapirs (Hudec & Jackson, 2007;Karam & Mitra, 2016). Passive growth, or downbuilding, occurs when the source layer, or diapir base, remains at the same stratigraphic elevation but subsides with continued deposition, while the diapir top remains at, or elevated above, the sea floor (Barton, 1933;Jackson & Talbot, 1991).…”
Section: Mud Diapirismmentioning
confidence: 99%
“…Rapid sedimentation could potentially results in the uneven vertical stress, which squeeze the soft mud moving from the deep strata upward and form mud diapirs. External forces, such as plate extrusion, can also lead mud diapirs to move upward along the faults and fractures (Karam & Mitra, ). The fault system is well developed and the sedimentation rate is high in the study area.…”
Section: Discussionmentioning
confidence: 99%