2002
DOI: 10.1061/(asce)0733-9399(2002)128:8(848)
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Micromechanical Approach to Nonlinear Poroelasticity: Application to Cracked Rocks

Abstract: This paper considers a saturated porous medium in which the matrix is a cracked solid. Progressive crack closure is responsible for an overall nonlinear poroelastic behavior. The state equations of nonlinear poroelasticity are derived in a differential form within a micromechanical framework. When a hydraulic connection exists between the cracks and the pores of the porous space, the tangent drained stiffness tensor as well as the tangent Biot tensor and modulus are shown to depend on Terzaghi effective stress… Show more

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Cited by 68 publications
(55 citation statements)
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“…The distinctive matrix-inclusion morphology of RVE II-i.e. cracks and mesopores can be considered as inclusions embedded in the hydroxyapatite polycrystal matrixsuggests the use of a Mori-Tanaka-type homogenization scheme (Mori and Tanaka 1973;Benveniste 1987) for stiffness homogenization; mathematical treatment of the penny-shaped cracks has been dealt with by Deudé et al (2002), Dormieux et al (2004). The stiffness tensor of the pre-cracked, mesoporous granule material, C gran is then governed by the composition and morphology of RVE II, as well as by the stiffness tensors of the hydroxyapatite polycrystal matrix, C polyHA , accessible from stiffness homogenization across RVE I, and of the mesopores, C mesoφ , and by the density of cracks, quantified by the so-called crack density parameter e (Budianksy and O'Connell 1976).…”
Section: Micromechanical Modelingmentioning
confidence: 99%
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“…The distinctive matrix-inclusion morphology of RVE II-i.e. cracks and mesopores can be considered as inclusions embedded in the hydroxyapatite polycrystal matrixsuggests the use of a Mori-Tanaka-type homogenization scheme (Mori and Tanaka 1973;Benveniste 1987) for stiffness homogenization; mathematical treatment of the penny-shaped cracks has been dealt with by Deudé et al (2002), Dormieux et al (2004). The stiffness tensor of the pre-cracked, mesoporous granule material, C gran is then governed by the composition and morphology of RVE II, as well as by the stiffness tensors of the hydroxyapatite polycrystal matrix, C polyHA , accessible from stiffness homogenization across RVE I, and of the mesopores, C mesoφ , and by the density of cracks, quantified by the so-called crack density parameter e (Budianksy and O'Connell 1976).…”
Section: Micromechanical Modelingmentioning
confidence: 99%
“…The latter is estimated by means of Eshelby's matrix-inclusion problem (Eshelby 1957); considering the matrixinclusion-type morphology discernible on hierarchical level II, compare Fig. 1, A gran polyHA is defined by (Deudé et al 2002;Dormieux et al 2004)…”
Section: Definition Of Mechanical Input Parametersmentioning
confidence: 99%
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“…It is classically formulated by adapting the Eshelby result to this situation. The resulting localization tensor for the r th family of microcracks (r = 1 to N) takes then the form (see for instance [6] or [7]):…”
Section: The Mori-tanaka Scheme Applied To Cracked Mediamentioning
confidence: 99%
“…For complex microstructures and non-linear behavior, the analytical approach is difficult to apply even though some authors have obtained interesting results [16]. Consistently with the hypothesis of periodic microstructure and scale separability, a different procedure is the one in which the upscaling is performed with numerical computations, the so-called finite element squared FE 2 method.…”
Section: Introductionmentioning
confidence: 99%