2015
DOI: 10.1002/2015gl063180
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A numerical study of strike‐slip bend formation with application to the Salton Sea pull‐apart basin

Abstract: How stepovers of strike‐slip faults connect to form bends is a question important for understanding the formation of push‐up ranges (restraining bends) and pull‐apart basins (releasing bends). We investigated the basic mechanics of this process in a simple three‐dimensional viscoelastoplastic finite element model. Our model predicts localized plastic strain within stepovers that may eventually lead to the formation of strike‐slip bends. Major parameters controlling strain localization include the relative faul… Show more

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Cited by 13 publications
(9 citation statements)
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References 30 publications
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“…(1) Analog models involving laboratory experiments using clay and sand as proxies to crustal materials (Dooley and McClay, 1997;Rahe et al, 1998;Wu et al, 2009), (2) kinematic models based on static stress and strain conditions, plate motion boundary conditions, and assumed material properties (Sanderson and Marchini, 1984;Fossen and Tikoff, 1993;Tikoff and Teyssier, 1994;Teyssier et al, 1995), and (3) numerical models grounded in continuum mechanics and conservation laws focused on temporal changes in a system by use of finite element simulations (Rogers, 1980;Gölke et al, 1994;Ye et al, 2015;van Wijk et al, 2017). With conventional pull-apart basin models unable to explain the various strike and dip orientations of the Group-1, Group-2, and La Nacion faults, we provide a new structural interpretation for the San Diego Bay pull-apart basin and compare it to results from these three types of models.…”
Section: Conceptual Model For the San Diego Bay Pull-apart Basinmentioning
confidence: 99%
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“…(1) Analog models involving laboratory experiments using clay and sand as proxies to crustal materials (Dooley and McClay, 1997;Rahe et al, 1998;Wu et al, 2009), (2) kinematic models based on static stress and strain conditions, plate motion boundary conditions, and assumed material properties (Sanderson and Marchini, 1984;Fossen and Tikoff, 1993;Tikoff and Teyssier, 1994;Teyssier et al, 1995), and (3) numerical models grounded in continuum mechanics and conservation laws focused on temporal changes in a system by use of finite element simulations (Rogers, 1980;Gölke et al, 1994;Ye et al, 2015;van Wijk et al, 2017). With conventional pull-apart basin models unable to explain the various strike and dip orientations of the Group-1, Group-2, and La Nacion faults, we provide a new structural interpretation for the San Diego Bay pull-apart basin and compare it to results from these three types of models.…”
Section: Conceptual Model For the San Diego Bay Pull-apart Basinmentioning
confidence: 99%
“…These structures receive considerable attention in academic studies not only due to their abundance, but also their high potential in resource extraction, and their role in earthquake rupture processes (e.g., Mann et al, 1983;Oglesby, 2005;Mann, 2007;Wesnousky, 2008;Brothers et al, 2009;Wu et al, 2009;Watt et al, 2016;van Wijk et al, 2017). A significant amount of previous work has focused on the evolution of pullapart basins, from early-stage spindle-shaped basins through the extreme case of significant lithospheric thinning and the development of a spreading ridge (Mann et al, 1983;Lonsdale, 1995;Mann, 2007;Wu et al, 2009;Dooley and Schreurs, 2012;Ye et al, 2015;van Wijk et al, 2017).…”
Section: Introductionmentioning
confidence: 99%
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“…An important feature of this code is the inclusion of plastic strain: it uses steady state plastic creep on the fault zones to simulate longterm fault slip, and it allows plastic strain to occur in the crust outside the fault zones when the plastic yield is reached. In places of highly localized plastic strain, initiation of new faults (or reactivation of preexisting faults) may be expected [Li and Liu, 2007;Li et al, 2009;Liu et al, 2010;Ye et al, 2015]. Detailed description of this code is given by Li et al [2009]; here we briefly describe the model setup for this study (Figure 2).…”
Section: Fem Modelmentioning
confidence: 99%