2006
DOI: 10.1016/j.jsg.2006.02.002
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Predictive modelling of structure evolution in sandbox experiments

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Cited by 102 publications
(59 citation statements)
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References 53 publications
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“…It is defined in the p − q plane with two functions that intersect at the point of maximum deviatoric stress. The shear side is defined using the SR3 surface (Crook et al, 2006) whereas the compression side is defined by the elliptical function of the standard Cam clay model (Wood, 1990;Rouainia and Muir Wood, 2000):…”
Section: Yield Surfacementioning
confidence: 99%
“…It is defined in the p − q plane with two functions that intersect at the point of maximum deviatoric stress. The shear side is defined using the SR3 surface (Crook et al, 2006) whereas the compression side is defined by the elliptical function of the standard Cam clay model (Wood, 1990;Rouainia and Muir Wood, 2000):…”
Section: Yield Surfacementioning
confidence: 99%
“…3). The shear side is defined using the SR3 surface (Crook et al, 2006) while the compression side is defined by an ellipse in a similar manner as the standard Cam clay model (Wood, 1990):…”
Section: Constitutive Equationsmentioning
confidence: 99%
“…The geomechanical part is based on the so-called SR3 constitutive model to simulate the complex behaviour of compacting sandstone and shale, including elastic anisotropy, rate dependency, and creep [170]. According to this model, point failure is modelled together with the stress drop and the earthquake failure mechanisms are obtained from analysis of pre-and post-failure effective stress tensors [171,172], similarly to Hazzard and Young [162].…”
Section: Alternative Models Of Rockmentioning
confidence: 99%