2004
DOI: 10.1016/j.jsg.2004.02.010
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Three-dimensional distinct element modelling of relay growth and breaching along normal faults

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Cited by 77 publications
(48 citation statements)
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“…We obtained results such as deformation fields, velocity fields, and other factors by solving the equations for the law of motion and force-displacement law for assemblies under the given conditions. This modeling procedure was introduced by Cundall (1971) and has been applied to a number of geological and geophysical problems in two and three dimensions (Saltzer and Pollard 1992;Antonellini and Pollard 1995;Strayer and Huddleston 1997;Finch et al 2003Finch et al , 2004Imbera et al 2004;Vietor and Oncken 2005;Finch 2005, 2007;Hardy et al 2009;Hardy 2011;Yamada et al 2014). Discrete element modeling has also been applied recently in volcanic study fields such as calderas or volcanic depression formations and magma extrusions (e.g., Hardy 2008;Wyrick and Smart 2009;Holohan et al 2011;Sakai et al 2013).…”
Section: Methodsmentioning
confidence: 99%
“…We obtained results such as deformation fields, velocity fields, and other factors by solving the equations for the law of motion and force-displacement law for assemblies under the given conditions. This modeling procedure was introduced by Cundall (1971) and has been applied to a number of geological and geophysical problems in two and three dimensions (Saltzer and Pollard 1992;Antonellini and Pollard 1995;Strayer and Huddleston 1997;Finch et al 2003Finch et al , 2004Imbera et al 2004;Vietor and Oncken 2005;Finch 2005, 2007;Hardy et al 2009;Hardy 2011;Yamada et al 2014). Discrete element modeling has also been applied recently in volcanic study fields such as calderas or volcanic depression formations and magma extrusions (e.g., Hardy 2008;Wyrick and Smart 2009;Holohan et al 2011;Sakai et al 2013).…”
Section: Methodsmentioning
confidence: 99%
“…Although interactions within normalfault networks often produce complex 3-D strains, which are supported by simple geometric models (e.g., Ferrill and Morris, 2001) as well as numerical models (e.g., Imber et al, 2004;Goteti et al, 2013), no slip direction data exists for the normal faults observed in the 3-D seismic reflection data at Milne Point. Therefore, as these are normal faults, and we are considering the entirety of the fault network, we assume dip-slip displacement and apply a weighting factor (w) defined by Peacock and Sanderson (1993) to the displacement tensor, which corrects for the orientation bias between the sample plane and the dip angle (Ξ) of the faults, hence:…”
Section: Network Analysismentioning
confidence: 99%
“…The original version of the DEM was devoted to model rock-block systems (Cundall 1971) and it was later used to model granular materials (Cundall and Strack 1979). Researchers generally use PFC models to determine slope stability , fault plane motion (Strayer and Suppe 2002;Imber et al 2004, Strayer et al 2004, and soil and rock mechanisms (McDowell and Harireche 2002;Cheng et al 2003;Harireche and McDowell 2003;Potyondy and Cundall 2004). In the DEM, the global behavior of an assembly of particles connected to a network of contacts can be obtained by writing the equation of motion each component.…”
Section: Distinct Element Modeling and Granular Materials Simulationmentioning
confidence: 99%