1998
DOI: 10.1071/eg998420
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The Australian stress map

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Cited by 72 publications
(84 citation statements)
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“…Mean is the mean S Hmax calculated for a region, R is the length of the vector resulting from the sum of all S Hmax orientations within a region (Mardia, 1972), SD is the standard deviation of the calculated mean S Hmax , Conf. is the confidence that the null hypothesis that stress orientation is random can be rejected at, Type is the stress province type as per the methodology of Hillis and Reynolds (2000; (Korsch & Harrington 1987, Murray et al 1987, Korsch et al 1990b, Offler & Foster 2008. However structural analysis of outcrops within the interior of the Texas Orocline suggests that not all of the curvature observed can be attributed to later deformation, and consequently the NEO developed as a partially curved orogenic belt .…”
Section: Declaration By Authormentioning
confidence: 99%
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“…Mean is the mean S Hmax calculated for a region, R is the length of the vector resulting from the sum of all S Hmax orientations within a region (Mardia, 1972), SD is the standard deviation of the calculated mean S Hmax , Conf. is the confidence that the null hypothesis that stress orientation is random can be rejected at, Type is the stress province type as per the methodology of Hillis and Reynolds (2000; (Korsch & Harrington 1987, Murray et al 1987, Korsch et al 1990b, Offler & Foster 2008. However structural analysis of outcrops within the interior of the Texas Orocline suggests that not all of the curvature observed can be attributed to later deformation, and consequently the NEO developed as a partially curved orogenic belt .…”
Section: Declaration By Authormentioning
confidence: 99%
“…b) Location of basement intersecting wells and the intersected basement formation according to the well completion reports. These wells overlie the basement interpretation according to core analysis conducted by (Heidbach et al , 2010 and epicentre locations for seismic events M ≥ 4 since 1970. b) Modelled stress orientations and magnitude from finite element modelling by Reynolds et al (2002Reynolds et al ( , 2003 overlying stress trajectory map by Hillis & Reynolds (2000. c) Modelled stress orientations from modelling by Müller et al (2012).…”
Section: Declaration By Authormentioning
confidence: 99%
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