2012
DOI: 10.1007/s12517-012-0760-x
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Relationship between porosity and permeability with stress using pore volume compressibility characteristic of reservoir rocks

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Cited by 40 publications
(22 citation statements)
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“…The results by Wei et al (2011) revealed that at the stage of elastic deformation of the rock, the axial deformation dominates the change of rock permeability, and throughout plastic deformation, the growth rate of the permeability was significantly greater than that of the elastic stage. Moosavi et al (2012) implemented porosity-stress and porosity-permeability formulations which were in good agreement with the experimental data and illustrated that permeability decreases as the effective stress increases. Almost in all studies, exponential (Dong et al 2010;David et al 1994;Evans et al 1997) and power law equations (Ghabezloo et al 2009;Dong et al 2010;Shi and Wang 1986;Morrow et al 1984) were developed to relate stress and permeability.…”
Section: Introductionmentioning
confidence: 62%
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“…The results by Wei et al (2011) revealed that at the stage of elastic deformation of the rock, the axial deformation dominates the change of rock permeability, and throughout plastic deformation, the growth rate of the permeability was significantly greater than that of the elastic stage. Moosavi et al (2012) implemented porosity-stress and porosity-permeability formulations which were in good agreement with the experimental data and illustrated that permeability decreases as the effective stress increases. Almost in all studies, exponential (Dong et al 2010;David et al 1994;Evans et al 1997) and power law equations (Ghabezloo et al 2009;Dong et al 2010;Shi and Wang 1986;Morrow et al 1984) were developed to relate stress and permeability.…”
Section: Introductionmentioning
confidence: 62%
“…Further in this research, whenever the mechanical model is not mentioned, it indicates the results are presented for thermo-poroelastic concept without damage model and is named as case (I) while the FSD model is addressed as case (II). The equations developed by Bai et al (1994), Moosavi et al (2012), and Ghabezloo et al (2009) are valid within the elastic region, and the one presented by Tang et al (2002) is used to consider permeability changes within the failed area and the elastic zone. Two methods are used to model borehole breakout development in order to cover these conditions.…”
Section: Resultsmentioning
confidence: 99%
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“…The quantification thereof is discussed in detail by Bear and Cheng (2010) who consider it important as deformation affects the water storage and may result in surface subsidence. This was further evaluated by, for instance, Moosavi et al (2012), who considered the change in porosity due to pore volume compression.…”
Section: Changing Porosity (Consolidation and Swell)mentioning
confidence: 99%