Skip to main content
Log in

Hyperelastic Multiphase Porous Media with Strain-Dependent Retention Laws

  • Published:
Transport in Porous Media Aims and scope Submit manuscript

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.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Similar content being viewed by others

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 (αs) 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)

    Article  Google Scholar 

  • Armero F., Callari C.: An analysis of strong discontinuities in a saturated poro-plastic solid. Int. J. Numer. Methods Eng. 46, 1673–1698 (1999)

    Article  Google Scholar 

  • 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”)

    Article  Google Scholar 

  • Bennethum L.S.: Theory of flow and deformation of swelling porous materials at the macroscale. Comput. Geotech. 34, 267–278 (2007)

    Article  Google Scholar 

  • Bennethum L.S., Weinstein T.: Three pressures in porous media. Transp. Porous Media 54, 1–34 (2004)

    Article  Google Scholar 

  • Biot M.A.: General theory of three-dimensional consolidation. J. Appl. Phys. 12, 155–164 (1941)

    Article  Google Scholar 

  • Biot M.A.: Theory of finite deformations of porous solids. Indiana Univ. Math. J. 21, 597–620 (1972)

    Article  Google Scholar 

  • Bishop A.W.: The principle of effective stress. Tek. Ukebl. 39, 859–863 (1959)

    Google Scholar 

  • Bolzon G., Schrefler B.C., Zienkiewicz O.C.: Elastoplastic soil constitutive laws generalized to partially saturated states. Géotech. 46(2), 279–289 (1996)

    Article  Google Scholar 

  • Borja R.: On the mechanical energy and effective stress in saturated and unsaturated porous continua. Int. J. Solids Struct. 43, 1764–1786 (2006)

    Article  Google Scholar 

  • 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)

    Article  Google Scholar 

  • 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)

    Article  Google Scholar 

  • Callari C., Armero F.: Analysis and numerical simulation of strong discontinuities in finite strain poroplasticity. Comput. Methods Appl. Mech. Eng. 193, 2941–2986 (2004)

    Article  Google Scholar 

  • Callari C., Armero F., Abati A.: Strong discontinuities in partially-saturated poroplastic solids. Comput. Methods Appl. Mech. Eng. 199, 1513–1535 (2010)

    Article  Google Scholar 

  • Carroll M.M.: An effective stress law for anisotropic elastic deformation. J. Geophys. Res. 84, 7510–7512 (1979)

    Google Scholar 

  • Coleman B.D., Noll W.: The thermodynamics of elastic materials with heat conduction and viscosity. Arch. Ration. Mech. Anal. 13, 168–178 (1963)

    Google Scholar 

  • Coussy O.: Mechanics of Porous Continua. Wiley, Chichester (1995)

    Google Scholar 

  • Coussy O.: Poromechanics. Wiley, Chichester (2004)

    Google Scholar 

  • Coussy O., Eymard R., Lassabatère T.: Constitutive modeling of unsaturated drying deformable materials. J. Eng. Mech. 124(6), 658–667 (1998)

    Article  Google Scholar 

  • 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)

    Article  Google Scholar 

  • 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)

    Article  Google Scholar 

  • 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)

    Article  Google Scholar 

  • 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)

    Article  Google Scholar 

  • 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)

    Article  Google Scholar 

  • 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)

    Article  Google Scholar 

  • 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)

    Article  Google Scholar 

  • Houlsby G.T.: The work input to an unsaturated granular material. Géotech. 47(1), 193–196 (1997)

    Article  Google Scholar 

  • Hutter K., Laloui L., Vulliet L.: Thermodynamically based mixture models of saturated and unsaturated soils. Mech. Cohes. Frict. Mater. 4, 295–338 (1999)

    Article  Google Scholar 

  • 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)

    Google Scholar 

  • 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)

    Google Scholar 

  • Loret B., Khalili N.: A three-phase model for unsaturated soils. Int. J. Numer. Anal. Methods Geomech. 24, 893–927 (2000)

    Article  Google Scholar 

  • Morland L.W.: A simple constitutive theory for a fluid-saturated porous solid. J. Geophys. Res. 77, 890–900 (1972)

    Article  Google Scholar 

  • Nikolaevskij V.N.: Mechanics of Porous and Fractured Media. World Scientific, Singapore (1990)

    Google Scholar 

  • Santagiuliana R., Schrefler B.A.: Enhancing the Bolzon-Schrefler-Zienkiewicz constitutive model for partially saturated soil. Transp. Porous Media 65, 1–30 (2006)

    Article  Google Scholar 

  • 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)

    Google Scholar 

  • Sheng D., Sloan S.W., Gens A.: A constitutive model for unsaturated soils: thermomechanical and computational aspects. Computat. Mech. 33, 453–465 (2004)

    Article  Google Scholar 

  • 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)

    Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Carlo Callari.

Rights and permissions

Reprints and permissions

About this article

Cite this article

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

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s11242-010-9614-8

Keywords

Navigation