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Library of Congress Cataloging-in-Publication Data

Coussy, Olivier.
Mechanics and physics of porous solids / Olivier Coussy.
p. cm.
Includes bibliographical references and index.
ISBN 978-0-470-72135-3 (cloth)
1. Porous materials. I. Title.
TA418.9.P6C683 2010
620.1'16–dc22

2009049316

A catalogue record for this book is available from the British Library.

ISBN: 978-0-47072135-3 (Hbk)

Typeset in 10/12pt Times by Aptara Inc., New Delhi, India

To my wife Sandrafor putting up with it

Preface

Nowadays it is a nearly impossible task to master all the knowledge required to be innovative in a specialized field, without missing the infinite variety and beauty offered by the many fields of science. In his acceptance talk Science and the Engineer for the Timoshenko Award Medal in 1962, Maurice Antony Biot (1905–1985) said that he believed ‘that engineers and engineering schools will play an important part in restoring unity and a central viewpoint in the natural sciences. This is because modern engineering, by its very nature, must be synthetic. Specialization, carried to an extreme, is a form of death and decay’.

More than 45 years later the observation of M. A. Biot remains a topical issue. If we do not want to build a Babel Tower of sciences, that will be deserted by the coming generations of students, it becomes more urgent every day to increase the number of interdisciplinary educational programs, which do not focus prematurely on specific disciplines, as well as giving some insights into the history of sciences. As the French philosopher Auguste Comte (1798–1857) said, ‘on ne connaît pas complètement une science tant qu'on n'en sait pas l'histoire’ (you don't completely know a science if you don't know its history).With this spirit in mind, as well as the modest field that the mechanics and physics of porous solids covers, this book has tried to cross the boundary, from the continuum mechanics of solids, towards the physical chemistry of porous solids. It originates from a course I have been giving for several years as a Professor at Ecole des Ponts ParisTech in the interdisciplinary master of science ‘Materials Science for Sustainable Construction’.

When writing this book I have experienced the strength and the accuracy of the celebrated words of the poet John Donne (1572–1631), ‘no man is an island’. Indeed, this book has taken advantage of collaborations and discussions with my colleagues and my PhD students covering nearly three decades. Even though some of the results given in this book are due to them, they are too numerous to be named individually. However, I am specially indebted to Sébastien Brisard for his enthusiastic help. He read this book in its early version, commented on it meticulously and suggested many improvements, though any remaining errors are, of course, of my own. I am also pleased to express my gratitude to Matthieu Vandamme, Laurent Brochard and Jean-Michel Pereira for their efficient feedback and perceptive remarks with regard to the topics addressed in this book. The existence of this book would not have been possible without the constant support through the years of my institution, the Laboratoire Central des Ponts et Chaussées.

Figure 1 Three dimensional reconstruction of Vycor®glass (courtesy of Pierre Levitz)

1

The Strange World of Porous Solids

Buy a bottle of good wine and enjoy it with good friends. Then fill it up with water, seal it, put it in your freezer and . . . of course you will forget it overnight. The next morning anxiously open the freezer, and there it is . . . you knew it! The bottle has broken into pieces (see Figure 1.1). What is strange about that? ‘Nothing’ you might say. Everybody knows that water expands when freezing and the bottle broke because it could not withstand the buildup of pressure that this expansion induced. No big deal, but water is a very strange substance because of its hydrogen bonds. Benzene, for instance, unlike water contracts when solidifying and so do many other liquids. In fact, most of them do. Only bismuth, germanium, silica and gallium expand when solidifying like water. So if you fill up a bottle with liquid benzene and freeze it the bottle will not break into pieces. Once again: no big deal.

However, now consider a sample of cement paste. Cement paste is a porous solid that you can ‘fill up’, or saturate, with a liquid. So let us saturate this sample with benzene and seal it in order to prevent any benzene from escaping. Now bring it below the melting point of benzene (T = 5.5 °C = 41.9 °F). Since benzene contracts when solidifying, you may legitimately expect that the sample of cement paste will also contract. Wrong! Instead, it will slightly expand, as can be observed in Figure 1.1. Welcome to the strange world of porous solids!

What is going on there? Why does the sample of cement paste expand when benzene freezes, whereas the bottle does not? Because the porous space of the cement paste and that of the bottle are very different. The bottle is a porous solid whose porous space consists of one big pore that is almost as large as the bottle. In contrast, pores in a cement paste have sizes that range from the nanometer scale to the millimeter scale (see Figure 1.2). A pore is a confined environment, and the energy balance allowing the solid to invade a pore involves a surface energy cost because of the solid walls delimiting the pore. The smaller the pore, the more significant this surface energy cost with regard to the volume to be frozen, according to a ratio which is inverse to the pore radius. Because of the Laplace equation, the smaller the pore radius, the higher the pressure in the solid invading the pore and, therefore, the lower the temperature producing the in-pore freezing of the substance. As a result liquid-saturated pores with different sizes freeze at different temperatures, the largest pores freezing first.

Figure 1.1 (a) A bottle, which is completely filled up with water and sealed, breaks into pieces when freezing. (b) Unlike water, benzene contracts when solidifying; however, from point A to B a benzene-saturated cement paste sample is paradoxically observed to expand slightly when subjected to temperatures below the melting point of benzene, that corresponds to the dashed line T = 5.5 °C = 41.9 °F. (The original data are extracted from Beaudoin, J.J. and MacInnis, C. (1974). The mechanism of frost damage in hardened cement paste, Cement and Concrete Research, 4, 139–147.) See Section 9.3.1 for a detailed quantitative analysis

However, the fact that the liquid in the largest pores freezes first does not explain the swelling of the sample when the liquid contracts as it solidifies. Basically, once formed the solid crystals have to remain in thermodynamic equilibrium with the supercooled liquid which still remains unfrozen in the smallest pores. This equilibrium is achieved when the free energy of both phases is the same. Because the molecules are more ordered in a solid than the jumble of molecules that constitute a liquid, the entropy that measures the disorder is less for the solid than for the liquid. As a result, under the same pressure the free energy of the solid increases less rapidly than that of the liquid when the temperature decreases. As the temperature decreases further below the melting point related to the pore size, in order to offset its free energy difference with the liquid due to its lower entropy, the solid becomes more pressurized than the liquid does. To produce such a pressure increase, some still unfrozen liquid is sucked into the frozen pore and freezes in its turn. The additional freezing made possible by this so-called cryosuction finally produces the observed swelling (see Figure 1.1(b)), that occurs irrespective of the change in density over the liquid−solid phase transition. In short, when pores of various sizes are put in a solid (see Figure 1.2), its behavior can become very intriguing, complex and even counter-intuitive!

We have to realize that porous solids are all around us. They can be natural (like plants, meat, rocks, stones, soils . . . ), as well as man-made (like gravels, cement, concrete, plaster, filters, gels . . . ). The human body itself, which is an assembly of bones, muscles, skin and

Figure 1.2 Because of their pore size distribution the mechanical behavior of actual porous solids is much more complex than that of the bottle of Figure 1.1. As shown here the size of the pore-entry radius to the volume fraction related to a cement paste can range from the nanometer to the millimiter (courtesy of V´eronique Baroghel-Bouny for the data)

so on, is also a complex structure made of porous solids. Since porous solids are everywhere, they affect our day-to-day life.

If you go to the beach with your bucket and spade try building a sandcastle.Maybe something like the beautiful reproduction of Gaudi’s Sagrada Familia in Barcelona displayed in Figure 1.3. If the sand is dry, there is no way − everything falls apart. If the sand is too wet, the same. However, if you add only a little bit of water to the sand in your bucket and turn it out your castle does not fall apart. Why? Sand is a porous material because you cannot completely fill the space with rounded grains. Capillary liquid bridges trap the little water you add within the slits between the sand grains. This water becomes strongly depressurized and sticks the grains together, giving cohesion to damp sand. If the sand is too wet the capillary bridges and the cohesion they give to the sand disappear.

Before leaving the beach, have a walk on the wet sand beside the sea. With each step you take you might expect liquid water to be squirted around your footprint in the sand. Surprise! As shown in Figure 1.4, instead of observing this squirt flow, it is exactly the opposite − each step dries out the sand around your footprint. What is this new trick of granular porous solids? Under your foot the sand does not experience only a compression but also a significant shear, particularly on the border of your footprint. Under shear the solid grains become less tangled

Figure 1.3 Capillary hardening − a little water added to initially dry sand gets trapped between the sand grains by capillary bridges. Being strongly depressurized, this water sticks the grains together and gives cohesion to damp sand, making possible this beautiful reproduction on the beach of Gaudi’s Sagrada Familia (copyright Thierry Joffroy, CRATerre-ENSAG). For a mechanical analysis see Section 10.2.4

up and the sand becomes more porous. The enlargement of the pore space under your foot causes a liquid depression there which sucks the water from the wet sand around your foot. At the next step the water sucked towards your foot flows into the footprint you leave behind you.

The weather report you consulted before going to the beach predicted hot weather interrupted by rain, so you decided to take your leather jacket with you. If the weather is hot you know

Figure 1.4 Because of the dilatancy of granular materials under shear stress, each step you take in wet sand causes a liquid depression that dries out the wet sand around your foot (courtesy of Yann Goiran). For a modelling of dilatancy see Section 10.1.4

Figure 1.5 Day after day this statue has endured the endless deposit of salt-spray (courtesy of Leo Pel, Eindhoven University of Technology). The weathering results from the in-pore pressure buildup due to the crystallization of sea-salts induced by the drying following each deposit. For a quantitative analysis see Section 9.3.4

that you will not be bothered by sweating, but if it rains your leather jacket will be the perfect raincoat. Why is this? Because your leather jacket is a porous solid that has been treated with oil: its wettability properties are such that liquid water is nonwetting and can thus not easily go through the layer of leather while water vapor is wetting and can thus easily escape.

Being near the sea, you may also see a statue that looks like the one displayed in Figure 1.5–a statue that has been badly damaged by years and years of weathering. Why does weathering happen? Because stone is a porous solid. Saline solutions are sprayed by the wind onto the surface of the statue and penetrate into the stone by capillarity. Subsequent drying increases the concentration of salt in the residual liquid until sea-salt crystallizes within the stone. Weathering is the result of the endless repetition of imbibition−drying cycles and the subsequent buildup of pressure that the crystals of sea-salt induce.

When you return home you might clean the dishes. Your sponge is hard when you pick it up, but immerse it and it becomes soft. Why? Because the sponge also is a porous solid. This time, rather than its strength, capillary bridges which drying induces within the sponge were increasing its stiffness. Saturating the sponge by immersing it causes those bridges to disappear and thus the increase in stiffness too. Letting the sponge dry again makes the capillary bridges and the increase in stiffness reappear.

The weekend is now over so you go to your laboratory and test a few samples. A material cannot withstand stresses that are arbitrarily high. When the stresses reach a critical value, the internal cohesion of the material is destroyed and the material fails. The maximum stress that the material can withstand characterizes its strength. This strength is a property that is intrinsic to the material and should therefore not depend on the rate of loading. However, if the material that you are testing is a porous solid that contains some fluid, you find out that its strength does depend on the rate of loading. Isn’t it strange? If you now extract a gassy sediment (again a porous solid) from the deep seabed and unload it gradually you will observe that failure occurs at some time during the unloading process. Again, isn’t it strange?

We are surrounded by porous solids. Since porous solids through which fluids can seep or flow are ubiquitous, they are of interest to a wide range of fields: food engineering, geosciences, civil engineering, building physics, petroleum geophysics, chemical industry, biomechanics and so on. Even though materials and fields are very diverse, all porous solids for all applications have one thing in common: they are subject to the same coupled processes such as freezing and swelling, drying and shrinkage, diffusion of liquids and creep, osmosis and expansion. Such coupled processes occur at the interface between physical chemistry and mechanics.

Since environmental engineering, petroleum geophysics, civil engineering, geotechnical engineering, biomechanics, the food industry and so on, involve processes that pertain to both physical chemistry and solid mechanics, experts in each of those two fields interact regularly. However, the interface between those two fields is not often explored, be it in textbooks or in more advanced books. This may partly explain why the dialog between experts in applied mechanics and in physical chemistry remains difficult. Experts in applied mechanics often think that experts in physical chemistry focus almost exclusively on the physical explanation of the phenomena so that the results are unsuited for quantitative engineering applications. In a similar way physical chemists think that applied mechanics experts focus almost exclusively on the mathematical modeling and thus provide no actual physical explanation for the observed phenomena. In short, an explanation before any equation can provide great help in carrying out a sound modeling. Indeed, would you be blindly confident in your numerical results if they did mimic the experimental results of Figure 1.1, but without having identified the cryosuction process that sucks liquid water towards the already frozen sites? The computer may understand but not you! Albeit the opposite is also true. When two equally attractive explanations of the same phenomenon compete, assembling equations to model the phenomenon can settle the dilemma. For instance, does a wet porous solid dry like a water pond, through vapor molecular diffusion with no significant motion of the liquid water as illustrated in Figure 1.6(a), or does the liquid water move towards the surface of the porous solid where it finally evaporates as illustrated in Figure 1.6(b)?

This book is entitled Mechanics and Physics of Porous Solids because the author believes that there is room for more physics in engineering questions that are raised by the mechanics of porous solids. The ambition here is to provide a unique and consistent framework in order to address the large variety of physical phenomena that produce a mechanical effect on porous solids. This book aims to bridge the gap between physical chemistry, which governs what happens at the level of the pore, and solid mechanics, which is the natural frame in which deformations, stresses and fluid transport are addressed and quantified at the macroscopic level of the porous material.

Intended as a first introduction, this book focuses on both the mechanics and the physics of porous solids. It also presents updated developments both in the field of unsaturated deformable porous media and in the field of the mechanics of porous media subject to phase transitions.

Figure 1.6 Two possible drying mechanisms: (a) the drying is achieved through the inner evaporation of the inner liquid water and the subsequent diffusive transport of the water vapor so produced to the material surface; (b) the drying is achieved through the advective transport of liquid water to the material surface and its subsequent evaporation. See Section 9.2.2 to discover which is the winning drying mechanism

In order to facilitate the aforementioned interdisciplinary dialog, between experts in physical chemistry and experts in the mechanics of solids, the energy approach is chosen, which provides the common language of thermodynamics. Energy considerations will therefore be favored throughout the book.

Master students, Ph.D. students and scientists in various fields should easily be able to tackle the parts of the topics that pertain to their educational background. The expectation is that this book will generate an increasing interest in the parts that do not pertain to this background and enable the readers to expand their knowledge. As a result, various readerships are possible, and people with different backgrounds will hopefully find an interest in consulting this book.

Mechanics and Physics of Porous Solids addresses the mechanics and the physics of deformable porous materials, whose porous space is filled up with one or several fluid mixtures which interact with the solid matrix. Including neither this introductory chapter nor the concluding chapter, the book is made up of nine chapters some of which are introduced by historical comments which relate directly to the focus of the chapter. The book progressively combines basic physical and mechanical concepts that apply to fluid mixtures and to solids, in order to provide a comprehensive energy approach of their complex physical interactions. The basic concepts are reintroduced in order for the book to be self-contained. In addition, rather than writing ‘as can be easily derived’, intermediate calculations are often given, resulting in a substantial number of equations. Depending on their background readers may therefore browse or even skip some basic parts, calculations or chapters. Each chapter ends with indications for further reading. The list of proposed references is in no way exhaustive and priority has been given to books.

Chapter 2, ‘Fluid Mixtures’, is an invitation to revisit the basic concepts of thermodynamics. This is a basic chapter, and part of it may be skipped by readers having an undergraduate background in thermodynamics and fluid mixtures. After defining the chemical potential, it introduces the fundamental equality of physical chemistry, namely, the Gibbs−Duhem equation, and browses the principal results associated with ideal mixtures. The chapter revisits the electric double-layer theory. It looks into how the swelling of a porous material, filled with an electrolytic solution, originates from the excess of osmotic pressure caused by the presence of electric charges on its internal solid walls. The chapter ends with the analysis of the stability of regular fluid mixtures. These two situations are looked at in detail because they offer archetypal approaches developed throughout the book to address a variety of effects caused by nonlocal intermolecular forces and the associated stability analyses.

Chapter 3, ‘The Deformable Porous Solid’, is the natural companion of Chapter 2. It provides the relevant thermodynamic framework to elaborate the constitutive equations of a porous solid whose porous space is filled with a fluid mixture. The chapter starts by revisiting the basic concepts of continuum mechanics of solids. The two pillars of the mechanics of solids, strain and stress, are defined and related mechanical energy balances are stated. This part can be skipped by readers having the appropriate background. The second part of the chapter progressively extends these concepts to porous solids. The link between porosity variations and deformation is given first. The chapter then goes on by looking at the stress partition theorem, which splits the stress into two parts, namely, the stress sustained by the solid matrix and the part devoted to the pore pressure. The thermodynamics of a saturated porous solid is then investigated by extending the thermodynamics of fluid mixtures to solid−fluid mixtures. The porous solid itself is the material loaded by the external stress and by the pore pressure applying to its internal solid walls, irrespective of the actual cause producing the pressure. The porous solid defined in such a way is a closed system, whose thermodynamics can be carried out by extracting its energy balance from that related to the previous solid−fluid mixture. This extraction is achieved by fictitiously removing the bulk fluid mixture saturating the porous space, and whose own energy balance is independently captured by its related Gibbs−Duhem equation.

Chapter 4, ‘The Saturated Poroelastic Solid’, explores in detail the constitutive equations of both linear and nonlinear poroelastic solids. Particular attention is given to the presence of the same substance in the form of both gas bubbles and solute. The chapter gives some insights into microporoelasticity, which provides a mean field assessment of the macroscopic poroelastic properties from the porosity and the properties of the solid and fluid components. The chapter ends up by accounting for thermal effects and by considering delayed behaviors that the viscoelasticity of the solid matrix induces.

Chapter 5, ‘Fluid transport and Deformation’, analyzes how the transport of a fluid within a porous solid, and the deformation of the latter upon both the external stress and the pore pressure, are coupled phenomena. The chapter first replaces the derivation of transport laws in the context of continuum thermodynamics, and it shows how they can be derived by combining thermodynamic restrictions and an up-scaling dimensional analysis. Both molecular diffusion and advective transport laws in a porous solid are examined. When considering the gas transport, the chapter includes the possible sliding of the molecules on the internal walls of the porous network. The coupling of the deformation of the porous solid with the viscous flow of the fluid saturating the porous space is looked at later on in detail. The approach reveals that the diffusion equation governing the flow of a poorly compressible fluid in a poroelastic solid is universal, with a diffusion coefficient independent of the particular problem under consideration. The coupling of the flow and the deformation is finally illustrated through the one-dimensional theory of the consolidation of a porous solid layer.

Chapter 6, ‘Surface Energy and Capillarity’, investigates how the interface energy between two saturating fluids and the internal solid walls delimiting the porous space govern the imbibition and the drainage of a porous solid. After recalling the intermolecular origin of van der Waals forces, the chapter shows how intermolecular forces are the source of the cohesion of a substance and the interface energy between two substances. Special attention is given to making the distinction between surface energy and surface stress. This distinction becomes crucial when examining the equilibrium of a solid−fluid interface. The chapter continues by successively deriving the Young−Dupr´e and Laplace equations, which govern the equilibrium of the triple line between three substances and the equilibrium of the interface between two substances, respectively. A further analysis looks at how interfacial energy can be modified by adsorption and how intermolecular forces can induce a disjoining pressure in thin liquid films lying on a solid substrate. The Laplace equation and the surface energy balance combine to give the microscopic interpretation of the capillary pressure curve which provides the saturation of the wetting fluid in a porous solid. In relation with the pore size distribution, this capillary curve turns out to be the key state function to capture the macroscopic effects due to capillarity − possibly hysteretic − on porous solids. After addressing transport laws in unsaturated conditions, the chapter ends by analyzing how advection and diffusion compete in the injection of a wetting phase in a porous medium.

Chapter 7, ‘The Unsaturated Poroelastic Solid’, combines the concepts and the results derived in Chapters 4 and 6, in order to explore the deformation of poroelastic solids whose porous space is invaded by a nonwetting phase at the detriment of a wetting phase. The chapter first reconsiders poroelasticity in saturated conditions with regard to surface energy, which induces a prestress depending on the nature of the saturating fluid. The concept of Lagrangian saturation is then introduced. This concept is used to perform separate energy balances regarding the interfaces and the deformation, respectively. The energy balance related to the deformation provides the appropriate framework to establish the constitutive equations of unsaturated poroelasticity, both linear and nonlinear. The derivation of unsaturated poroelastic properties can then be performed from microporoelasticity. An illustration of unsaturated poroelastic constitutive equations is given by detailing how the strength of water-infiltrated porous solids depends upon the loading rate. The chapter ends by extending constitutive equations of saturated thermoporoelasticity and poroviscoelasticity to unsaturated conditions.

Chapter 8, ‘Phase Transition in Free Space’, proposes a survey of the basic laws governing the thermodynamics of unconfined phase transitions. The chapter starts by recalling the role of the chemical potential regarding phase transition. Special attention is given to determining the chemical potential of a solid elastic phase. The concept of supersaturation, as the driving force of the phase transition, is defined, and its general expression is derived as a function of the pressures of the mother and daughter phases. The chapter continues by recalling how a phase transition results from an instability through the opposing effects of thermal agitation and molecular attraction. Standard equilibrium laws related to various phase transitions are revisited. The derivation of the Kelvin equation governing evaporation and condensation is first derived, including the effect of a solute. The Thomson equation governing melting and crystallization is then investigated, with a focus on the role of the elastic energy stored in the solid phase. Salt crystallization is addressed through the determination of Correns equation. Gas bubble formation is examined in the same way. The chapter ends by studying the role of the surface energy in the nucleation process. It also examines this role in the formation of a precondensed or premelted liquid film on solid substrates, in relation with both the adsorption process and the work produced by the disjoining pressure.

Chapter 9, ‘Phase Transition in Porous Solids’, looks at how the in-pore confinement and associated surface effects do affect a phase transition and, in turn, what can be the mechanical effects of in-pore phase transition upon the porous solids. It starts by investigating the effect of confinement upon phase transition at the pore scale, and how phase transition in a porous solid is governed by the pore size distribution. A further stability analysis shows that, despite the shear stress that an elastic solid crystal can withstand, a crystal that can form in a pore must be subjected to a spherical stress state. Extending the analysis which ended Chapter 8, interfacial energy effects are also shown to result in the existence of precondensed and premelted films at the surface of the internal walls delimiting the porous volume. The chapter then addresses the drying of materials, regarding both the moisture transport processes and the associated mechanical effects such as drying shrinkage and drying stiffening. The chapter ends with the mechanics of confined crystallization. Using the constitutive equations of unsaturated poroelasticity, the mechanical behavior of porous solids subjected to freezing is studied. Special attention is given to cryogenic swelling and to the role of air voids which act both as expansion reservoirs and cryopumps for the liquid water expelled from the freezing sites. The chapter is completed by analyzing the mechanics of stones subjected to salt crystallization in the same way.

Chapter 10, ‘Poroplasticity’, surveys how standard plasticity can be extended to porous solids. First of all the basic concepts of plasticity are revisited. The principle of maximal plastic work, that turns out to be a principle of maximal production of entropy, is introduced by analyzing the mechanical behavior of a simple friction element. It is shown how this principle guarantees both the stability of plastic systems and the uniqueness of the stress prevailing in their various parts, resulting from their external loading. Hardening plasticity is then addressed and capillary hysteresis is shown to be typical of such a behavior. Further, the exploration of two-dimensional systems allows us to analyze the dilatancy of granular materials. The standard cohesion−frictional model is then formulated in the framework of three-dimensional plasticity. The first part of the chapter ends with the analysis of the stability of dry sandpiles. The second part of the chapter is devoted to poroplasticity, and investigates how plasticity can be extended to porous solids exhibiting an irreversible behavior. The effective stress is first shown driving the plastic strains of porous solids whose solid matrix does not undergo plastic volumetric changes. In saturated conditions the plastic behavior of porous solids can then be captured by replacing the stress by the effective stress in usual models of plastic solids. Accounting for the hardening plastic behavior of a large variety of saturated porous solids, the Cam-clay plastic model is then presented in detail. The chapter goes on by investigating how capillary effects can alternatively cause the hardening or the collapse of a granular porous material under unsaturated conditions. The chapter ends by analyzing how capillary hardening quantitatively strengthens wet sandpiles with regard to the dry situation.

Finally, a concluding chapter, ‘By Way of Conclusion’, emphasizes how the various scales have to be linked to each other in most analyses of porous materials and structures.

Because of the interdisciplinary nature of topics it encompasses Mechanics and Physics of Porous Solids was not originally intended to be a textbook relative to a specific discipline, even though some parts of it may be used for this purpose. Because of the introductory level of exposition adopted, but also because of the various new results presented in this book, Mechanics and Physics of Porous Solids is neither a research book about some exhaustive state of the art, nor a review of updated literature on sophisticated topics. It rather aims at exploring the frontier existing between the physical chemistry and the mechanics of porous solids, and at providing new insights into their fruitful combination. May the readers of this book, whatever their background, enjoy the view of the strange world of porous solids from the bridge that this combination offers. As Frederik Paulsen said, ‘the true journey is not to look for new landscapes, but for a fresh look’.

2

Fluid Mixtures

If various names are associated with the discovery of the laws of thermodynamics, their extension to heterogeneous systems subjected to any transformation is the achievement of a single person, Josiah Williard Gibbs (1839–1903). In 1876 and 1878 he published On the Equilibrium of Heterogeneous Substances, the historical paper which marked the birth of chemical thermodynamics. However, its austere mathematical form made the reading of this 300 page paper difficult, and several decades were needed before its major significance was finally recognized. In his E´tude sur les travaux thermodynamiques de JWillardGibbs published in 1887, Pierre Duhem (1861–1916) contributed significantly to the extension of Gibbs’ work, and his name is attached to one of the fundamental equations of physical chemistry, namely, the Gibbs–Duhem equation.

Throughout the chapters of this book we will explore the mechanics and the physics of porous solids, whose porous space is saturated by one or several fluid mixtures. The first stage of this exploration, before addressing the coupling between these fluid mixtures and the porous solid, will be to revisit the standard thermodynamics of fluid mixtures. This part of thermodynamics is mainly governed by the Gibbs–Duhem equation, which is one of the key elements for studying the thermodynamics of fluid–solid mixtures in the next chapter. Having introduced chemical potential, this chapter explores the Gibbs–Duhem equation and its consequences for mixtures. The chapter revisits the electric double-layer theory. It looks into how the swelling of a porous material, filled with an electrolytic solution, originates from the excess of osmotic pressure caused by the presence of electric charges on its internal solid walls. The chapter ends with the analysis of the stability of regular fluid mixtures. These two situations are looked at in detail because they offer typical approaches developed throughout this book to address a variety of effects caused by nonlocal intermolecular forces and the associated stability analyses.

2.1 Chemical Potential

2.1.1 Free energy and chemical potential

The various thermodynamic potentials form a sort of club, whose members are linked to each other by energy and entropy balances. In the physical chemistry of fluid mixtures one of them plays a major role, namely, the chemical potential. Its admission to the club gives us the opportunity to revisit the basic laws of thermodynamics briefly and to introduce a few notations.

When a certain amount of fluid undergoes a volume change dV, at temperature T and pressure p, the first and second laws of thermodynamics combine to provide the change dE of its internal energy E in the form

(2.1) c02_equation001

The energy balance (2.1) assumes no dissipation so that, according to the second law, the infinitesimal heat supply is equal to T dS, where S is the fluid entropy. According to the first law, the energy balance (2.1) states that the change of internal energy dE is the sum of the amount of heat T dS and the mechanical work −pdV supplied to the fluid. If we take the entropy as the reference potential, from the energy balance () we derive the fluid state equations in the form

Lesen Sie weiter in der vollständigen Ausgabe!

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