2006
DOI: 10.1016/j.marpetgeo.2005.10.001
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Brittle–ductile transition, shear failure and leakage in shales and mudrocks

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Cited by 231 publications
(115 citation statements)
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“…Shear strain effects, which can be important for fracture-induced porosity (Table 1), are neglected in our model. Initial rock property values in the DEM are taken from the literature for sandstone (Hoek and Brown, 1997;Mavko et al, 2009) and shale (Horsrud et al, 1998;Nygård et al, 2006). We use the computed volumetric strain from the DEM to modify these initial rock properties.…”
Section: Changes Of Properties Due To Strainmentioning
confidence: 99%
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“…Shear strain effects, which can be important for fracture-induced porosity (Table 1), are neglected in our model. Initial rock property values in the DEM are taken from the literature for sandstone (Hoek and Brown, 1997;Mavko et al, 2009) and shale (Horsrud et al, 1998;Nygård et al, 2006). We use the computed volumetric strain from the DEM to modify these initial rock properties.…”
Section: Changes Of Properties Due To Strainmentioning
confidence: 99%
“…These values are averages from the literature adapted to the scale, depth and stress conditions of the simulations. In the models of Section 3, they correspond to sandstone (Hoek and Brown, 1997;Mavko et al, 2009) and shale (Horsrud et al, 1998;Nygård et al, 2006). At any stage of the DEM simulation, incremental and total particle displacements are known.…”
Section: Change Of Seismic Properties Due To Finite Strainmentioning
confidence: 99%
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“…Therefore, using Equations (3-8), (3-10) and (3-11), the brittleness index in Equation (3-9) may be computed. Nygård et al (2006) proposed that the brittleness index could be related to the overconsolidation ratio by the following:…”
Section: Linking the Overconsolidation Ratio To Seismic Velocitymentioning
confidence: 99%
“…Pre-existing fractures have been identified in these formations in core studies (Gabrielsen and Kloevjan 1997 (Nygaard et al 2006). When fractures are hydraulically open, losses may occur if the mud weight is higher than the pore pressure gradient.…”
Section: Introductionmentioning
confidence: 99%