2015
DOI: 10.1088/1742-2132/12/3/376
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Permeability dependency on stiff and compliant porosities: a model and some experimental examples

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Cited by 22 publications
(8 citation statements)
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“…This nonlinear property can be attributed to the presence of cracks (e.g., Walsh, 1965; Zimmerman, 1990). The relationship between porosity (permeability) and differential pressure can be expressed as a combination of linear and exponential terms (e.g., Shapiro, 2003; Shapiro et al., 2015). For TS4, ϕ=7.550.00002Pd+1.2e0.11Pd $\phi =7.55-0.00002{P}_{d}+1.2{e}^{\mbox{-}0.11{P}_{d}}$ ( R 2 = 0.982), κ=0.0860.00025Pd+0.077e0.082Pd $\kappa =0.086-0.00025{P}_{d}+0.077{e}^{-0.082{P}_{d}}$ ( R 2 = 0.962).…”
Section: Resultsmentioning
confidence: 99%
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“…This nonlinear property can be attributed to the presence of cracks (e.g., Walsh, 1965; Zimmerman, 1990). The relationship between porosity (permeability) and differential pressure can be expressed as a combination of linear and exponential terms (e.g., Shapiro, 2003; Shapiro et al., 2015). For TS4, ϕ=7.550.00002Pd+1.2e0.11Pd $\phi =7.55-0.00002{P}_{d}+1.2{e}^{\mbox{-}0.11{P}_{d}}$ ( R 2 = 0.982), κ=0.0860.00025Pd+0.077e0.082Pd $\kappa =0.086-0.00025{P}_{d}+0.077{e}^{-0.082{P}_{d}}$ ( R 2 = 0.962).…”
Section: Resultsmentioning
confidence: 99%
“…The properties of pores and cracks can be used to estimate the permeability of the rock. By assuming that pores and cracks are connected in parallel, the rock permeability is divided into two parts: matrix ( κ p ) and crack ( κ c ) permeabilities (e.g., Shapiro et al., 2015). If the rock is composed of circular tubes with a pore radius of r k , then (Al‐Wardy & Zimmerman, 2004) κnormalp,k=ckrk28 ${\kappa }_{\mathrm{p},k}=\frac{{c}_{k}{r}_{k}^{2}}{8}$ …”
Section: Discussionmentioning
confidence: 99%
“…Eberhart-Phillips et al, 1989;Zimmerman et al, 1986), siltstones and claystone (Freund, 1992) and transport properties in sandstones (e.g. Shapiro et al (2015) for permeability; e.g. Kaselow and Shapiro (2004) and Falcon-Suarez et al ( 2020) for electrical resistivity) with increasing P eff .…”
Section: Combined Assessment Of Elastic and Transport Datamentioning
confidence: 99%
“…This may indicate the existence of some cracks (i.e. compliant porosity; Shapiro, 2003; Shapiro et al., 2015), but considering the low porosity of the samples, it could also be related to more complex grain‐to‐grain phenomena (e.g. inter‐crystal boundaries responding to stress: boundaries between halite and non‐halite minerals).…”
Section: Halite Elastic and Transport Propertiesmentioning
confidence: 99%
“…Integration of X-ray tomography analysis with well test for carbonate reservoirs in [13] allowed determining reservoir zones with pore-crack type along the interval with absence of granular reservoir. In [14] there are examples of fixation convergence (or absence) of cracks on X-ray tomograms and results of experiments during varying hydraulic compression of core samples. In general, analysis of the results of core studies by X-ray tomography shows that for samples of smaller size the elements of voids and X-ray density heterogeneities are visualized in much detail.…”
Section: Study Of Void Structure Of Carbonate Depositsmentioning
confidence: 99%