1999
DOI: 10.1016/s1464-1895(99)00093-9
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New algorithms in 3D image analysis and their application to the measurement of a spatialized pore size distribution in soils

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Cited by 109 publications
(61 citation statements)
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“…However, beyond the modelling efforts required for seeking the solution, the complexity of the porosity architecture does not allow in our case this system to be solved easily. Even numerically, the various porosity shapes which exist at the different scales cannot be easily represented without turning to more refined descriptions such those adopted in [10] or [7] for example. In the present approach, these equations will be solved through fluid mechanics finite element (FE) analysis in a simplified framework, following the experimental evidences demonstrated in the measurements.…”
Section: Flow Through Porous Mediamentioning
confidence: 99%
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“…However, beyond the modelling efforts required for seeking the solution, the complexity of the porosity architecture does not allow in our case this system to be solved easily. Even numerically, the various porosity shapes which exist at the different scales cannot be easily represented without turning to more refined descriptions such those adopted in [10] or [7] for example. In the present approach, these equations will be solved through fluid mechanics finite element (FE) analysis in a simplified framework, following the experimental evidences demonstrated in the measurements.…”
Section: Flow Through Porous Mediamentioning
confidence: 99%
“…In the case of composites ( [10], [21]), starting from micrographs the identification of pores at micro and meso scales is deduced from the probabilistic treatment that a segment of length l fits in a pore in a given direction. For soils [7], the pore network is reconstructed from 3D image analyses, after skeletization and creation of a spatialized local pore size distribution. Then the 'conductivity' of the network is evaluated, especially fluid invasion is shown to be controlled by the connectivity between the largest pores.…”
Section: Through-thickness Permeability Predictionsmentioning
confidence: 99%
“…The local aperture diameter OuvðPÞ is defined at any point P of an object as the diameter of the largest ball included in the object and containing the point P, as proposed by Ref. 25).…”
Section: Aperture Diametermentioning
confidence: 99%
“…Recent advances in X-ray computed microtomography (CµT) have considerably improved the direct measurement of multi-granular porous media structure Lindquist et al, 1996;Delerue et al, 1999;Lindquist and Venkatarangen, 2000;Proussevitch and Sahagian, 2001). CµT is a 3D nondestructive radiographic imaging technique with a spatial resolution limited by the width of the beam, the scintillator efficiency, the number of pixels on the camera and the X-ray absorption coefficient of the rock-forming minerals.…”
Section: Introductionmentioning
confidence: 99%