2016
DOI: 10.1002/2015jb012481
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First principles model of carbonate compaction creep

Abstract: Rocks under compressional stress conditions are subject to long‐term creep deformation. From first principles we develop a simple micromechanical model of creep in rocks under compressional stress that combines microscopic fracturing and pressure solution. This model was then upscaled by a statistical mechanical approach to predict strain rate at core and reservoir scale. The model uses no fitting parameter and has few input parameters: effective stress, temperature, water saturation porosity, and material par… Show more

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Cited by 5 publications
(3 citation statements)
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“…At sites of raised pressure, the reactivity level increases locally and enables dissolution even in transport‐limited regimes in tight cracks and pore spaces (Schott et al, ). Locally increased chemical potential gradients have been associated with stressed grain contacts, high dislocation density, or an increase in the number of active surface sites (Keszthelyi et al, ; Laanait et al, ; Schott et al, ). Precipitation or sintering, on the other hand, may be associated with localized decreases in mechanical stress, lower partial pressure, and thus an oversaturation of the fluid (Dove et al, ; Schott et al, ).…”
Section: Discussionmentioning
confidence: 99%
“…At sites of raised pressure, the reactivity level increases locally and enables dissolution even in transport‐limited regimes in tight cracks and pore spaces (Schott et al, ). Locally increased chemical potential gradients have been associated with stressed grain contacts, high dislocation density, or an increase in the number of active surface sites (Keszthelyi et al, ; Laanait et al, ; Schott et al, ). Precipitation or sintering, on the other hand, may be associated with localized decreases in mechanical stress, lower partial pressure, and thus an oversaturation of the fluid (Dove et al, ; Schott et al, ).…”
Section: Discussionmentioning
confidence: 99%
“…(Rutter 1976)] where ̇e is strain rate, B a dimensionless constant, D is grain boundary diffusion coefficient, c is concentration of solute in grain boundary (mol/m 3 ), w is grain boundary width, R the gas constant and d the grain size. The constant B depends on microstructural details such as porosity (Keszthelyi et al 2016) and grain shape (Wheeler 2010), but what matters here is that the flow law predicts n = 1 and p = 3.…”
Section: Pressure Solutionmentioning
confidence: 99%
“…(Rutter 1976)) where 𝑒̇ is strain rate, B a dimensionless constant, D is grain boundary diffusion coefficient, c is concentration of solute in grain boundary (mol/m 3 ), w is grain boundary width, R the gas constant and d the grain size. The constant B depends on microstructural details such as porosity (Keszthelyi et al 2016) and grain shape (Wheeler 2010), but what matters here is that the flow law predicts n = 1 and p = 3.…”
Section: Eqnmentioning
confidence: 99%