Second gradient poromechanics

Second gradient theories have been developed in mechanics for treating different phenomena as capillarity in fluids, plasticity and friction in granular materials or shear band deformations. Here, there is an attempt of formulating a second gradient Biot like model for porous materials. In particular the interest is focused in describing the local dilatant behaviour of a porous material induced by pore opening elastic and capillary interaction phenomena among neighbouring pores and related micro-filtration phenomena by means of a continuum microstructured model. The main idea is to extend the classical macroscopic Biot model by including in the description second gradient effects. This is done by assuming that the surface contribution to the external work rate functional depends on the normal derivative of the velocity or equivalently assuming that the strain work rate functional depends on the porosity and strain gradients. According to classical thermodynamics suitable restrictions for stresses and second gradient internal actions (hyperstresses) are recovered, so as to determine a suitable extended form of the constitutive relation and Darcy's law. Finally a numerical application of the envisaged model to one-dimensional consolidation is developed; the obtained results generalize those by Terzaghi; in particular interesting phenomena occurring close to the consolidation external surface and the impermeable wall can be described, which were not accounted for previously.

[1]  Pierre Seppecher,et al.  Moving contact lines in the Cahn-Hilliard theory , 1996 .

[2]  Reint de Boer,et al.  Highlights in the Historical Development of the Porous Media Theory: Toward a Consistent Macroscopic Theory , 1996 .

[3]  K. Hutter,et al.  A variational approach for the deformation of a saturated porous solid. A second-gradient theory extending Terzaghi's effective stress principle , 2010 .

[4]  K. Terzaghi Theoretical Soil Mechanics , 1943 .

[5]  Edge-force densities and second-order powers , 2006 .

[6]  Emmanuel M Detournay,et al.  From mixture theory to biot’s approach for porous media , 1998 .

[7]  Richard Saurel,et al.  Mathematical and numerical modeling of two-phase compressible flows with micro-inertia , 2002 .

[8]  W. Drugan,et al.  A micromechanics-based nonlocal constitutive equation and estimates of representative volume element size for elastic composites , 1996 .

[9]  U. Hornung Homogenization and porous media , 1996 .

[10]  R. Batra,et al.  Static Deformations of a Linear Elastic Porous Body Filled with an Inviscid Fluid , 2003 .

[11]  J. Lowengrub,et al.  Quasi–incompressible Cahn–Hilliard fluids and topological transitions , 1998, Proceedings of the Royal Society of London. Series A: Mathematical, Physical and Engineering Sciences.

[12]  John E. Hilliard,et al.  Free Energy of a Nonuniform System. III. Nucleation in a Two‐Component Incompressible Fluid , 1959 .

[13]  M. Biot General Theory of Three‐Dimensional Consolidation , 1941 .

[14]  R. D. Mindlin Micro-structure in linear elasticity , 1964 .

[15]  Robert Charlier,et al.  A finite element method for poro mechanical modelling of geotechnical problems using local second gradient models , 2006 .

[16]  D. M. Anderson,et al.  DIFFUSE-INTERFACE METHODS IN FLUID MECHANICS , 1997 .

[17]  J. Mandel Consolidation Des Sols (Étude Mathématique) , 1953 .

[18]  R. Toupin,et al.  Theories of elasticity with couple-stress , 1964 .

[19]  L. Modica,et al.  Gradient theory of phase transitions with boundary contact energy , 1987 .

[20]  Henri Gouin,et al.  Nucleation of spherical shell-like interfaces by second gradient theory: numerical simulations , 1996, 0906.1897.

[21]  Clifford Ambrose Truesdell,et al.  A first course in rational continuum mechanics , 1976 .

[22]  S. Herminghaus,et al.  Wetting: Statics and dynamics , 1997 .

[23]  Ching S. Chang,et al.  Micro-mechanical modelling of granular material. Part 1: Derivation of a second-gradient micro-polar constitutive theory , 2001 .

[24]  M. Gurtin,et al.  An introduction to continuum mechanics , 1981 .

[25]  P. Seppecher,et al.  Edge Contact Forces and Quasi-Balanced Power , 1997, 1007.1450.

[26]  L. Modica The gradient theory of phase transitions and the minimal interface criterion , 1987 .

[27]  M. Gurtin,et al.  TWO-PHASE BINARY FLUIDS AND IMMISCIBLE FLUIDS DESCRIBED BY AN ORDER PARAMETER , 1995, patt-sol/9506001.

[28]  J. Goodman,et al.  Modeling pinchoff and reconnection in a Hele-Shaw cell. I. The models and their calibration , 2002 .

[29]  A solid-fluid mixture model allowing for solid dilatation under external pressure , 2001, 1007.1926.

[30]  P. Gennes Wetting: statics and dynamics , 1985 .

[31]  L. Dormieux,et al.  Applied micromechanics of porous materials , 2005 .

[32]  Grégoire Allaire,et al.  One-phase Newtonian flow , 1996 .

[33]  P. Seppecher Equilibrium of a Cahn-Hilliard fluid on a wall: influence of the wetting properties of the fluid upon the stability of a thin liquid film , 1993 .

[34]  H. Brinkman A calculation of the viscous force exerted by a flowing fluid on a dense swarm of particles , 1949 .

[35]  R. Toupin Elastic materials with couple-stresses , 1962 .