2007
DOI: 10.1016/j.tecto.2006.12.002
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Linking stress field deflection to basement structures in southern Ontario: Results from numerical modelling

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Cited by 4 publications
(2 citation statements)
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“…A linear elasticity is used for the layers and a Mohr-Coulomb behavior is used for sliding on faults. Various geological problems involving faults have been solved using this software [Dupin et al, 1993;Homberg et al, 1997;Sassi et al, 1997;Pascal, 2002;Homberg et al, 2004;Baird and McKinnon, 2007], and a detailed description of the numerical scheme is provided by Cundall [1988].…”
Section: Numerical Designmentioning
confidence: 99%
“…A linear elasticity is used for the layers and a Mohr-Coulomb behavior is used for sliding on faults. Various geological problems involving faults have been solved using this software [Dupin et al, 1993;Homberg et al, 1997;Sassi et al, 1997;Pascal, 2002;Homberg et al, 2004;Baird and McKinnon, 2007], and a detailed description of the numerical scheme is provided by Cundall [1988].…”
Section: Numerical Designmentioning
confidence: 99%
“…Burberry, Swiatlowski, Searls, & Filina, 2018), and are compatible with the current stress field with an extensional mode of opening (Figure 6; Engelder, 1982; Heidbach, Rajabi, Reiter, & Ziegler, 2016). Joint orientation deviation from this dominate trend may be the result of basement structures that locally deflect the stress field (Baird & McKinnon, 2007). In the St. Lawrence Platform, calcite was collected from the ENE‐WSW trending joints and regardless of minor variability, all calcite veins analysed in this study are isotopically analogous to the bulk composition of the Middle Ordovician limestone host rock.…”
Section: Discussionmentioning
confidence: 99%