Abstract
This article presents poroelastic laws accounting for a retention behavior dependent also on porosity, as suggested by experimental evidence. Motivated by the numerical formulation of the corresponding boundary-value problem presented in a companion article, these constitutive equations employ displacements and fluid pressures as primary variables. The thermodynamic admissibility of the proposed rate laws for stress and fluid contents is assessed by means of symmetry and Maxwell conditions obtained from the Biot theory. In the case of strain-dependent saturation, the two elasticity tensors describing the drained response in saturated and unsaturated conditions, respectively, are proven to be in general not coincident, with their difference depending on capillary pressure and porosity. Furthermore, it is shown that besides the stress decomposition proposed by Coussy, also the stress split proposed by Lewis and Schrefler is consistent with the Biot framework. The former decomposition is obtained for retention laws depending only on capillary pressure, as expected. The Lewis–Schrefler split is proven to be consistent with retention models depending also on porosity. In these developments, the compressibility of all the phases is taken into account, in order to assess the thermodynamic consistency of an extension of the Biot’s coefficient to partially saturated anisotropic porous media.
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Abbreviations
- b :
-
Biot’s tensor
- b α :
-
Coupling tensors (α = w, g)
- C αβ :
-
Tangent storage moduli (α, β = w, g)
- \({\mathbb{C}_{\rm sk}}\) :
-
Solid-skeleton elasticity tensor (full saturation)
- \({\tilde{\mathbb{C}}_{\rm sk}}\) :
-
Solid-skeleton elasticity tensor (variable saturation)
- dv :
-
Trace of spatial strain rate of the solid skeleton
- e α :
-
Logarithmic volumetric strains of fluids (α = w, g) and solid phase (α = s)
- J :
-
Jacobian of solid-skeleton deformation
- J s :
-
Jacobian of solid-phase deformation
- M α :
-
Fluid (α = w, g) and solid (α = s) mass contents (per unit reference volume of porous medium)
- n :
-
Porosity (current void volume per unit volume of deformed porous medium)
- p α :
-
Fluid pressures (α = w, g)
- p c :
-
Capillary pressure
- p f :
-
Average pore pressure
- \({\check{p}_{\rm f}}\) :
-
Approximated average pore pressure (given by integration of (53))
- p s :
-
Mean stress in the solid phase
- q α :
-
Mass flow of fluids (α = w, g)
- s α :
-
Saturation degree of fluids (α = w, g) (current fluid volume per unit deformed void volume)
- \({\check{s}'_\alpha}\) :
-
Total derivative of function \({\check{s}_\alpha(p_{\rm c})}\) (α = w, g)
- \({\breve{s}\,'_\alpha}\) :
-
Total derivative of function \({\breve{s}_\alpha(n p_{\rm c})}\) (α = w, g)
- \({\varepsilon}\) :
-
Infinitesimal strain tensor of the solid skeleton
- \({\varepsilon_{\rm v}}\) :
-
Trace of \({\varepsilon}\)
- \({\varepsilon_\alpha}\) :
-
Trace of infinitesimal strain tensors of fluids (α = w, g) and solid phase (α = s)
- κ α :
-
Tangent bulk moduli of fluids (α = w, g)
- κ s :
-
Bulk modulus of the solid phase
- μ α :
-
Free enthalpy of fluid (α = w, g) (per unit mass of fluid)
- ξ α :
-
Coupling functions (α = w, g) defined by (32) and related to retention law
- \({\check{\xi}_\alpha}\) :
-
Particular form (49)3 of ξ α (α = w, g) obtained for s α = \({\check{s}_\alpha(p_{\rm c})}\)
- \({\breve{\xi}_\alpha}\) :
-
Particular form (64) of ξ α (α = w, g) obtained for \({s_\alpha = \breve{s}_\alpha(n p_{\rm c})}\)
- ρ α :
-
Intrinsic densities of fluids (α = w, g) and solid phase (α = s)
- σ :
-
Total Cauchy stress tensor in the porous medium
- σ':
-
Effective Cauchy stress in the porous medium
- ψ :
-
Helmholtz free energy of the porous medium (per unit reference volume of porous medium)
- ψ α :
-
Helmholtz free ener. of fluids (α = w, g) and solid phase (α = s) (per unit mass of phase)
- ω :
-
Function defined by (59) (related to porosity-dependent retention)
References
Armero F.: Formulation and finite element implementation of a multiplicative model of poro-plasticity at finite strains under fully saturated conditions. Comput. Methods Appl. Mech. Eng. 171, 205–241 (1999)
Armero F., Callari C.: An analysis of strong discontinuities in a saturated poro-plastic solid. Int. J. Numer. Methods Eng. 46, 1673–1698 (1999)
Bennethum L.S.: Compressibility moduli for porous materials incorporating volume fraction. J. Eng. Mech. 132(11), 1205–1214 (2006) (also available as UCDHSC/CCM report no. 230, including “Detailed Computations”)
Bennethum L.S.: Theory of flow and deformation of swelling porous materials at the macroscale. Comput. Geotech. 34, 267–278 (2007)
Bennethum L.S., Weinstein T.: Three pressures in porous media. Transp. Porous Media 54, 1–34 (2004)
Biot M.A.: General theory of three-dimensional consolidation. J. Appl. Phys. 12, 155–164 (1941)
Biot M.A.: Theory of finite deformations of porous solids. Indiana Univ. Math. J. 21, 597–620 (1972)
Bishop A.W.: The principle of effective stress. Tek. Ukebl. 39, 859–863 (1959)
Bolzon G., Schrefler B.C., Zienkiewicz O.C.: Elastoplastic soil constitutive laws generalized to partially saturated states. Géotech. 46(2), 279–289 (1996)
Borja R.: On the mechanical energy and effective stress in saturated and unsaturated porous continua. Int. J. Solids Struct. 43, 1764–1786 (2006)
Callari, C.: Three-dimensional effects of ground desaturation due to tunneling. In: EURO:TUN 2009, 2nd International Conference on Computational Methods in Tunnelling, Ruhr University Bochum, pp. 517–524, Aedificatio Publishers, Freiburg (2009a)
Callari, C.: Three-dimensional interaction between concrete gravity dam and foundation rock mass in presence of coupling with seepage. In: Long Term Behaviour of Dams (LTBD09), pp. 443–449, Verlag der Technischen Universität Graz, Graz (2009b)
Callari, C., Abati, A.: Macroscopic thermodynamics of coupled unsaturated porous continua. Report UNIMOL/ICAR-08 11/2007 (2007)
Callari C., Abati A.: Finite element methods for unsaturated porous solids and their application to dam engineering problems. Comput. Struct. 87, 485–501 (2009)
Callari C., Armero F.: Finite element methods for the analysis of strong discontinuities in coupled poroplastic media. Comput. Methods Appl. Mech. Eng. 191, 4371–4400 (2002)
Callari C., Armero F.: Analysis and numerical simulation of strong discontinuities in finite strain poroplasticity. Comput. Methods Appl. Mech. Eng. 193, 2941–2986 (2004)
Callari C., Armero F., Abati A.: Strong discontinuities in partially-saturated poroplastic solids. Comput. Methods Appl. Mech. Eng. 199, 1513–1535 (2010)
Carroll M.M.: An effective stress law for anisotropic elastic deformation. J. Geophys. Res. 84, 7510–7512 (1979)
Coleman B.D., Noll W.: The thermodynamics of elastic materials with heat conduction and viscosity. Arch. Ration. Mech. Anal. 13, 168–178 (1963)
Coussy O.: Mechanics of Porous Continua. Wiley, Chichester (1995)
Coussy O.: Poromechanics. Wiley, Chichester (2004)
Coussy O., Eymard R., Lassabatère T.: Constitutive modeling of unsaturated drying deformable materials. J. Eng. Mech. 124(6), 658–667 (1998)
de Boer R.: Highlights in the historical development of the porous media theory: toward a consistent macroscopic theory. Appl. Mech. Rev. 49(4), 201–261 (1996)
de Buhan P., Dormieux L.: On the validity of the effective stress concept for assessing the strength of saturated porous materials: a homogenization approach. J. Mech. Phys. Solids 44(10), 1649–1667 (1996)
Detournay, E., Cheng, A.H.D.: Fundamentals of poroelasticity, In: Fairhurst, C. (ed.) Comprehensive Rock Engineering: Principles, Practice and Projects, vol. II, Chap. 5, Analysis and Design Method, pp. 113–171. Pergamon, Oxford (1993)
François B., Laloui L.: ACMEG-TS: a constitutive model for unsaturated soils under non-isothermal conditions. Int. J. Numer. Anal. Meth. Geomech. 32, 1955–1988 (2008)
Gallipoli D., Wheeler S.J., Karstunen M.: Modelling the variation of degree of saturation in a deformable unsaturated soil. Géotech. 53(1), 105–112 (2003)
Gray W.G., Schrefler B.A.: Thermodynamic approach to effective stress in partially saturated porous media. Eur. J. Mech. A/Solids 20, 521–538 (2001)
Gray W.G., Schrefler B.A.: Analysis of the solid phase stress tensor in multiphase porous media. Int. J. Numer. Anal. Meth. Geomech. 31, 541–581 (2007)
Hassanizadeh S.M., Gray W.G.: General conservation equations for multiphase systems: 3 constitutive theory for porous media flow. Adv. Water Resour. 3, 25–40 (1980)
Houlsby G.T.: The work input to an unsaturated granular material. Géotech. 47(1), 193–196 (1997)
Hutter K., Laloui L., Vulliet L.: Thermodynamically based mixture models of saturated and unsaturated soils. Mech. Cohes. Frict. Mater. 4, 295–338 (1999)
Jommi C.: Remarks on the constitutive modelling of unsaturated soils. In: Tarantino, A., Mancuso, C. (eds) Experimental Evidence and Theoretical Approaches in Unsaturated Soils, pp. 139–153. Balkema, Rotterdam (2000)
Lewis R.W., Schrefler B.A.: A finite element simulation of the subsidence of gas reservoirs undergoing a water drive. Finite Elem. Fluids 4, 179–199 (1982)
Loret B., Khalili N.: A three-phase model for unsaturated soils. Int. J. Numer. Anal. Methods Geomech. 24, 893–927 (2000)
Morland L.W.: A simple constitutive theory for a fluid-saturated porous solid. J. Geophys. Res. 77, 890–900 (1972)
Nikolaevskij V.N.: Mechanics of Porous and Fractured Media. World Scientific, Singapore (1990)
Santagiuliana R., Schrefler B.A.: Enhancing the Bolzon-Schrefler-Zienkiewicz constitutive model for partially saturated soil. Transp. Porous Media 65, 1–30 (2006)
Schanz M., Diebels S.: A comparative study of Biot’s theory and the linear theory of porous media for wave propagation problems. Acta Mech. 161, 213–235 (2003)
Sheng D., Sloan S.W., Gens A.: A constitutive model for unsaturated soils: thermomechanical and computational aspects. Computat. Mech. 33, 453–465 (2004)
Skempton, A.W.: Effective stress in soils, concrete and rocks. In: Pore Pressure and Suction in Soils, pp. 4–16. Butterworths, London
Tamagnini R., Pastor M.: A thermodynamically based model for unsaturated soil: a new framework for generalized plasticity. In: Mancuso, C., Tarantino, A. (eds) Unsaturated Soils. Advances in Testing, Modelling and Engineering Applications., pp. 121–134. Balkema, Leiden (2005)
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Callari, C., Abati, A. Hyperelastic Multiphase Porous Media with Strain-Dependent Retention Laws. Transp Porous Med 86, 155–176 (2011). https://doi.org/10.1007/s11242-010-9614-8
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DOI: https://doi.org/10.1007/s11242-010-9614-8