2008
DOI: 10.1029/2007gc001656
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Kinematics and flow patterns in deep mantle and upper mantle subduction models: Influence of the mantle depth and slab to mantle viscosity ratio

Abstract: [1] Three-dimensional fluid dynamic laboratory simulations are presented that investigate the subduction process in two mantle models, an upper mantle model and a deep mantle model, and for various subducting plate/mantle viscosity ratios (h SP /h M = 59-1375). The models investigate the mantle flow field, geometrical evolution of the slab, sinking kinematics, and relative contributions of subducting plate motion and trench migration to the total rate of subduction. All models show that the subducting plate is… Show more

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Cited by 141 publications
(269 citation statements)
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References 68 publications
(231 reference statements)
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“…Such retro-Goes et al | Subduction-transition zone review GEOSPHERE | Volume 13 | Number 3 grade motion is the consequence of vertical sinking of the plate, as expected for the most basic form of free subduction, driven by the slab's negative buoyancy and not significantly hampered by the upper plate or mantle convective forcing (Kincaid and Olson, 1987;Zhong and Gurnis, 1995;Becker et al, 1999;Funiciello et al, 2003a;Funiciello et al, 2003b;Schellart, 2008). Motivated by the free-subduction models of Kincaid and Olson (1987), Van der Hilst and Seno (1993) proposed that trench retreat could be responsible for the slab flattening as tomographically observed in the transition zone below the western Pacific.…”
Section: Role Of Trench Motionmentioning
confidence: 99%
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“…Such retro-Goes et al | Subduction-transition zone review GEOSPHERE | Volume 13 | Number 3 grade motion is the consequence of vertical sinking of the plate, as expected for the most basic form of free subduction, driven by the slab's negative buoyancy and not significantly hampered by the upper plate or mantle convective forcing (Kincaid and Olson, 1987;Zhong and Gurnis, 1995;Becker et al, 1999;Funiciello et al, 2003a;Funiciello et al, 2003b;Schellart, 2008). Motivated by the free-subduction models of Kincaid and Olson (1987), Van der Hilst and Seno (1993) proposed that trench retreat could be responsible for the slab flattening as tomographically observed in the transition zone below the western Pacific.…”
Section: Role Of Trench Motionmentioning
confidence: 99%
“…The advance occurs when plates are able to (i.e., have sufficient sinking time to) fully bend over but do not have a chance to unbend before reaching the base of the upper mantle (Ribe, 2010). Interaction of an overturned plate (dip >90°) with a resisting upper-to lower-mantle interface triggers trench advance (Bellahsen et al, 2005;Funiciello et al, 2008;Schellart, 2008;Ribe, 2010). Weaker plates will unbend in response to the viscous mantle flow driven by the sinking and moving plate and thus arrive at the base of the upper mantle at an angle less than 90°.…”
Section: Subducting-plate Density and Strength: Controls On Trench Momentioning
confidence: 99%
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“…However, necking, tearing and subsequent break-off of subducting slabs make slab architecture much more complex, which are well documented worldwide using geophysical observations (e.g., Barazangi et al 1973;Protti et al 1994;Gvirtzman and Nur 1999;Wortel and Spakman 2000;Bautista et al 2001;Levin et al 2002;Ferrari 2004;Miller et al 2006;Richards et al 2007;Rosenbaum et al 2008;Lister et al 2008;Obayashi et al 2009;Schellart et al 2009;Kundu and Gahalaut 2010). Slab tearing produces physical gaps in subducted slabs that enhances asthenospheric inflow around the lateral edges of the tear (Kincaid and Griffiths 2003;Schellart 2004Schellart , 2008Stegman et al 2006) and reflects on geochemistry of subduction-related arc magmatism (Maury et al 2000;Yogodzinski et al 2001;Guivel et al 2006). In case of sub-horizontal slab tear, it can affect the seismicity by creating gaps in seismic clusters, and may lead to a slowdown in subduction velocity because of the sudden loss of slab pull force at the detached segment of the subduction zone.…”
Section: Introductionmentioning
confidence: 97%
“…Davy and Cobbold (1988);Faccenna et al (1999); Guillaume et al (2009);Duarte et al (2013)). By adding fine iron powder (Funiciello et al, 2004;Schellart, 2008; sample h R σ r Newtonian Power-law rs Figure 3: Schematic rheometer setup, with gap height h and disk radius R, including a schematic depiction of shear stress σ variation as function of radial distance r for Newtonian and power-law materials, rs is the radial distance where the shear stress curves of Newtonian as well as power-law materials intersect (Carvalho et al, 1994). Guillaume et al, 2013) we adjust the mixture density to be able to create both buoyant and negatively buoyant materials.…”
Section: Iron Powdermentioning
confidence: 99%