LEADER 05369nam 2200637 a 450 001 9910143228203321 005 20200520144314.0 010 $a1-280-26936-7 010 $a9786610269365 010 $a0-470-09270-X 010 $a0-470-09271-8 035 $a(CKB)111087027097478 035 $a(EBL)164858 035 $a(OCoLC)54356641 035 $a(SSID)ssj0000224577 035 $a(PQKBManifestationID)11187361 035 $a(PQKBTitleCode)TC0000224577 035 $a(PQKBWorkID)10209707 035 $a(PQKB)10802011 035 $a(MiAaPQ)EBC164858 035 $a(EXLCZ)99111087027097478 100 $a20040303d2004 uy 0 101 0 $aeng 135 $aurcn||||||||| 181 $ctxt 182 $cc 183 $acr 200 10$aPoromechanics /$fOlivier Coussy 205 $a2nd ed. 210 $aChichester, England ;$aHoboken, NJ $cWiley$dc2004 215 $a1 online resource (314 p.) 300 $aPrevious ed. published as: Mechanics of porous continua. 1995. 320 $aIncludes bibliographical references (p. [285]-292) and index. 327 $aPoromechanics; Contents; Preface; Acknowledgements; 1 Deformation and Kinematics. Mass Balance; 1.1 The Porous Medium and the Continuum Approach; 1.1.1 Connected and Occluded Porosity. The Matrix; 1.1.2 Skeleton and Fluid Particles. Continuity Hypothesis; 1.2 The Skeleton Deformation; 1.2.1 Deformation Gradient and Transport Formulae; 1.2.2 Eulerian and Lagrangian Porosities. Void Ratio; 1.2.3 Strain Tensor; 1.2.4 Infinitesimal Transformation and the Linearized Strain Tensor; 1.3 Kinematics; 1.3.1 Particle Derivative; 1.3.2 Strain Rates; 1.4 Mass Balance; 1.4.1 Equation of Continuity 327 $a1.4.2 The Relative Flow Vector of a Fluid Mass. Filtration Vector. Fluid Mass Content 1.5 Advanced Analysis; 1.5.1 Particle Derivative with a Surface of Discontinuity; 1.5.2 Mass Balance with a Surface of Discontinuity. The Rankine-Hugoniot Jump Condition; 1.5.3 Mass Balance and the Double Porosity Network; 2 Momentum Balance. Stress Tensor; 2.1 Momentum Balance; 2.1.1 The Hypothesis of Local Forces; 2.1.2 The Momentum Balance; 2.1.3 The Dynamic Theorem; 2.2 The Stress Tensor; 2.2.1 Action-Reaction Law; 2.2.2 The Tetrahedron Lemma and the Cauchy Stress Tensor; 2.3 Equation of Motion 327 $a2.3.1 The Local Dynamic Resultant Theorem 2.3.2 The Dynamic Moment Theorem and the Symmetry of the Stress Tensor; 2.3.3 Partial Stress Tensor; 2.4 Kinetic Energy Theorem; 2.4.1 Strain Work Rates; 2.4.2 Piola-Kirchhoff Stress Tensor; 2.4.3 Kinetic Energy Theorem; 2.5 Advanced Analysis; 2.5.1 The Stress Partition Theorem; 2.5.2 Momentum Balance and the Double Porosity Network; 2.5.3 The Tortuosity Effect; 3 Thermodynamics; 3.1 Thermostatics of Homogeneous Fluids; 3.1.1 Energy Conservation and Entropy Balance; 3.1.2 Fluid State Equations. Gibbs Potential; 3.2 Thermodynamics of Porous Continua 327 $a3.2.1 Postulate of Local State 3.2.2 The First Law; 3.2.3 The Second Law; 3.3 Conduction Laws; 3.3.1 Darcy's Law; 3.3.2 Fourier's Law; 3.4 Constitutive Equations of the Skeleton; 3.4.1 State Equations of the Skeleton; 3.4.2 Complementary Evolution Laws; 3.5 Recapitulating the Laws; 3.6 Advanced Analysis; 3.6.1 Fluid Particle Head. Bernoulli Theorem; 3.6.2 Thermodynamics and the Double Porosity Network; 3.6.3 Chemically Active Porous Continua; 4 Thermoporoelasticity; 4.1 Non-linear Thermoporoelastic Skeleton; 4.1.1 Infinitesimal Transformation and State Equations 327 $a4.1.2 Tangent Thermoporoelastic Properties 4.1.3 The Incompressible Matrix and the Effective Stress; 4.2 Linear Thermoporoelastic Skeleton; 4.2.1 Linear Thermoporoelasticity; 4.2.2 Isotropic Linear Thermoporoelasticity; 4.2.3 Relations Between Skeleton and Matrix Properties; 4.2.4 Anisotropic Poroelasticity; 4.3 Thermoporoelastic Porous Material; 4.3.1 Constitutive Equations of the Saturating Fluid; 4.3.2 Constitutive Equations of the Porous Material; 4.4 Advanced Analysis; 4.4.1 Non-linear Isotropic Poroelasticity; 4.4.2 Brittle Fracture of Fluid-infiltrated Materials 327 $a4.4.3 From Poroelasticity to the Swelling of Colloidal Mixtures 330 $aModelling and predicting how porous media deform when subjected to external actions and physical phenomena, including the effect of saturating fluids, are of importance to the understanding of geophysics and civil engineering (including soil and rock mechanics and petroleum engineering), as well as in newer areas such as biomechanics and agricultural engineering. Starting from the highly successful First Edition, Coussy has completely re-written Mechanics of Porous Continua/Poromechanics to include:New material for:Partially saturated porous media Reactive porous me 606 $aPorous materials$xMechanical properties 606 $aPorous materials$xMechanical properties$xMathematical models 606 $aContinuum mechanics 615 0$aPorous materials$xMechanical properties. 615 0$aPorous materials$xMechanical properties$xMathematical models. 615 0$aContinuum mechanics. 676 $a620.1/1692 700 $aCoussy$b Olivier$0913128 701 $aCoussy$b Olivier$0913128 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9910143228203321 996 $aPoromechanics$92137932 997 $aUNINA