Driving Force for the Hydration of the Swelling Clays: Case of Montmorillonites Saturated with Alkaline-Earth Cations Fabrice Salles a, Jean-Marc Douillard a, Olivier Bildstein b, Cedric Gaudin a, Benedicte Prelot a, Jerzy Zajac a, Henri Van Damme c a Institut Charles Gerhardt, UMR 5253 CNRS-UM2-ENSCM-UM1, Université Montpellier II, Place E. Bataillon, 34095 Montpellier Cedex 5, France b CEA, DEN, DTN Cadarache, F-13108 Saint Paul Les Durance, France c ESPCI-Paris Tech., UMR 7615, CNRS-UPMC-ESPCI, 10 Rue Vauquelin, 75231 Paris Cedex 05, France AUTHOR EMAIL ADDRESS: fabrice.salles@um2.fr KEYWORDS. Hydration Energy, Surface, Electrostatic Calculations, Interlayer cations, Cation Exchange ABSTRACT: Important structural modifications occur in swelling clays upon water adsorption. The multi-scale evolution of the swelling clays structure is usually evidenced by various experimental techniques. However the driving force behind such phenomena is still not thoroughly understood. It appears strongly dependent on the nature of the interlayer cation. In the case of montmorillonites saturated with alkaline cations, it was inferred that the compensating cation or the layer surface could control the hydration process and thus the opening of the interlayer space, depending on the nature of the interlayer cation. In the present study, emphasis is put on the impact of divalent alkaline-earth cations compensating the layer charge in montmorillonites. Since no experimental technique offers the possibility of directly determining the hydration contributions related to interlayer cations and layer surfaces, an approach based on the combination of electrostatic calculations and immersion data is developed here, as already validated in the case of montmorillonites saturated by alkaline cations. This methodology allows to estimate the hydration energy for divalent interlayer cations and therefore to shed a new light on the driving force for hydration process occurring in montmorillonites saturated with alkalineearth cations. Firstly the surface energy values obtained from the electrostatic calculations based on the Electronegativity Equalization Method vary from 450 mJ.m-2 for Mg-montmorillonite to 1100 mJ.m-² for Ba-montmorillonite. Secondly, considering both the hydration energy for cations and layer surfaces, the driving force for the hydration of alkaline-earth saturated montmorillonites can be attributed to the interlayer cation in the case of Mg-, Ca-, Sr-montmorillonites and to the interlayer surface in the case of Ba-montmorillonites. These results explain the differences in behavior upon water adsorption as a function of the nature of the interlayer cation, thereby allowing the macroscopic swelling trends to be better understood. The knowledge of hydration processes occurring in homoionic montmorillonites saturated with both the alkaline and the alkaline-earth cations may be of great importance to explain the behavior of natural clay samples where mixtures of the two types of interlayer cation are present and also provides valuable information on the cation exchange occurring in the swelling clays. Introduction Smectite clays, often called swelling clays, are involved in various industrial processes or fundamental research activities, such as water treatment,1 greenhouse gas sequestration,2 radioactive waste storage,3-5 planetology,6 oilfield 7 or climatology.8 Their high specific surface areas (up to 760 m².g-1), high cation-exchange capacities, as well as propensity to macroscopic swelling are of primary interest. The microscopic structures are composed of negatively charged silicate layers interacting with interlayer cations and adsorbed water molecules. The impact of the water molecules on the swelling clay structure was evidenced for smectites with different physical states (shales, pasty muds, gels and dilute aqueous solutions) as a function of the hydration state.9 To analyze the swelling in such materials, the interaction between water molecules and the microscopic structure has to be evaluated. At the macroscopic scale, the swelling of the smectitetype samples was evidenced as the increase in the apparent sample volume during adsorption of water. At the microscopic level, the description was much more complex owing to the multiscale structure of smectite clays and to the intermolecular forces acting between layers, cations and water.10 The ideal microscopic structure of smectite-type clays is composed by a stack of silicate layers separated by perfect cleavage planes (Figure 1). The phyllosilicate is made by sandwiching a sheet of Mg2+ or Al3+ ions in the octahedral coordination between two sheets of SiO4 tetrahedra. Ionic substitutions can occur in the octahedral or tetrahedral sheet, and the silicate layers bear a negative charge compensated by interlayer cations, which are naturally mono(Na+, K+) or divalent (Ca2+ or Mg2+). To this regard, when montmorillonite is altered, in contact for instance with saline water, it may undergo structural modifications leading to the removal of Mg2+ from the octahedral sheets towards the interlayer space.11 The present study focuses on montmorillonites, i.e. a class of swelling clays bearing electric charge mainly due to octahedral substitutions (see Figure 1). The compensating cations considered here belong to the family of alkaline-earth metals and include Mg2+, Ca2+, Sr2+, and Ba2+. ized by calculating the hydration energy for alkaline cations and layer surfaces in the MX-type structures. The driving force for hydration was shown to be strongly dependent on the nature of the interlayer cation,28 the swelling inhibitor effect of the Cs+ cation being clearly evidenced.22 Even if a multi-scale description was established,3,10,18,19, it was also well accepted that the main energetic component for the clay hydration comes from the interlayer space.22 29 Some multi-scale simulations were also performed on swelling clays but only few of them provide a global vision of the hydration process.30 Molecular simulations mainly focused on a microscopic description of the mechanisms involved in the hydration processes.31 The nature of the interlayer cation, the position and the number of substitutions in swelling clays strongly influence upon the hydration capacity and the swelling capacity.32-40 Indeed the electrostatic interaction has been shown to be the most important component of the energy in montmorillonites compared to the dispersion interactions,41 confirming that the electrostatic charge of the interlayer cation and therefore its hydration ability is a key parameter to understand the hydration process occurring in swelling clays.42 The development of new force field taking into account the polarization of the ions is in progress but still too complex to be implemented for large systems.43 Furthermore a large hydration energy for cations results in a large mobility upon hydration which explains the capacity of exchanging these interlayer cations in the MX structures. 4446 Figure 1. Unit cell considered in the partial charge calculations for divalent montmorillonites: Si (purple), O (red), H (small balls in cyan), Al (cyan), Mg (green), divalent cations (brown) It was previously shown for alkaline or alkaline-earth compensating cations that the nature of the interlayer cation strongly influenced the interlayer space opening, characterized by X-Ray Diffraction,12-17 at the dry state as well as upon water adsorption.18-21 The total amount of adsorbed water is also modified, as recently observed,19 thereby leading to important differences in (i) the specific surface area available for water, (ii) the structural evolution of the montmorillonites (MX) samples, as well as (iii) the repartition of water molecules in the different pores.6,19,22-24 As far as the impact of the interlayer cation on water adsorption is concerned, the smallest alkaline cations (Li+ and Na+) were found to interact strongly with water molecules imposing a strong swelling in the interlayer space in agreement with other studies.25,26 In contrast, the largest alkaline cations (K+, Rb+ and Cs+) interacted with few water molecules resulting in small impact on the structures.22,27 These results were further rational- It follows from all above studies that the determination of the hydration energy is necessary to understand the variety of processes occurring in swelling clays, such as cation exchange, multi-scale hydration process and structure evolution. Moreover the relationship between swelling and hydration energy for divalent interlayer cations is not trivial,7 neither are the causes of differences in the hydration mechanism.26 The intention of the present study is to estimate the impact of alkaline-earth cations, as compensating ions in the MX structures, on the hydration process. In a first stage, it was possible to calculate the surface energy of MXs saturated with alkaline-earth cations, estimated from the energy of the cohesion between layers. With the injection of immersion data issued from literature, both the hydration enthalpy of a cation confined in the interlayer space and the hydration enthalpy of the layer surface could be extracted. Based on the indications obtained when applying such a strategy, the driving force for the hydration mechanism in the MX structures was discussed to shed more light on the effect of the nature of the interlayer alkali-earth cation. Computational Section 1. Lattice energy The first step of the calculation corresponds to the lattice energy in a crystal with the use of the Madelung matrix. This matrix represents the electrostatic influence relative to the different positions of the atoms constituting the crystal. For the purpose of calculation, the whole crystal structure (including H atoms), the space-group of the crystal and the formal charges must be known, as detailed elsewhere.47 The electrostatic part of the lattice energy, corresponding to the actual attractive part of this energy when considering ionic solids,48-49 is then obtained from the following expression: N a M e2 Ue re [1] The effective electrical charge located on a chemical species interacting via chemical bonds is related to the capacity of atoms to attract electrons. This is formally included in the term of electronegativity. Another concept may be also introduced so as to describe quantitatively the chemical bonds: the hardness being a measure of the resistance of a chemical species to change its electronic configuration.50 These two concepts have been extended in the framework of density functional theory.51 In this theory, the chemical potential µ of the electrons of the system studied is the derivative of the energy, E, with respect to the number of electrons, N, at a constant external potential, ν, and it is equivalent to the electronegativity χ: [2] The hardness η is then defined as, [3] Practically, the overall distribution of the electron density around atoms is calculated in a molecule or a crystal using the above notions and as a function of the scales chosen for electronegativity and hardness. To reach such an electronic density, the chemical potential equalization method has to be applied to different atomic charge clouds upon bond formation, and then it is possible to determine the atomic charges. The calculation is trivial for diatomic molecules A-B: for any electron transfer dN from B to A at the internuclear distance r, where the change in energy is described as follows: E E dE N A N B ,r N B E dN dr r N A , N B N A ,r The equalization of the effective electronegativities of A and B is ensured by the change dN of the effective atomic charges qi. Based on the above-mentioned definition of the hardness, a relation can be derived between the atomo 2. Atomic charge 2E 2 N N [5] ic electronegativities i , the charges qi, the hardnesses where Ue, Na, M, e and re correspond, respectively, to the lattice energy, the Avogadro number, the Madelung constant, the electron charge and the internuclear distance. The choice of re is discussed in more details elsewhere.47 In this case, the crystal is supposed to be fully ionic. E / N E E dN 0 N A N B , re N B N A , re [4] In this case, the equilibrium imposes the condition dr = 0 (i.e. r = re, where re is the equilibrium internucleus distance) and dE = 0. Hence Eq. 4 is simplified as follows, i and the resulting mean electronegativity which corresponds to the mean electronegativity value after taking into account the effect of the partial charges: A A0 A q A B0 B qB B [6a] which results in the charge: qA B0 A0 A B [6b] From this equation, the difference in electronegativity can be considered as driving the electron transfer in contrast with the sum of hardnesses which is opposed to this transfer. The calculation becomes more complex when passing to crystals, where forces act at relatively long distances and where spatial summation is rather to be done. It is thus necessary to know the electronegativities, the hardnesses and the equilibrium distances for all atoms in the crystal. For the purpose of the present study, the Allen electronegativity scale is adopted, as being related to spectroscopic characteristics of the atom.49,52 In addition, the present model includes the hardness scale linked to the radius of the atom considered as a sphere with a uniformly distributed electric charge q.53 The radius is taken equal to the size of the diffuse orbital of the element (this hardness scale is detailed by Henry 53). In this formulation, the calculation is independent of the assumptions or relative scales but it depends only on physical values that can be determined by spectroscopic techniques or quantum calculations. Another important advantage of such a model is the fact that no value of the charge of a chosen atom has to be assumed, which is unfortunately often the case in the calculations reported in the literature.54-56 The hardness values used in this work have been collected in Table 1. Atom Hardness (pm) Si O Mg 106,8 45 127,9 Al H Mg 131,2 53 127.9 Ca Sr Ba 169 183 206 Table 1. Atom hardness values adopted for the purpose of calculations following Ref. 53 and 58. a finite layer, especially, great changes in the electrostatic energy are observed when developing various models of a layer.28 The energy can be finally extrapolated to a value representing a layer infinite in two directions of the space and finite in the third one. With this assumption in mind, the other parts of the energy (mainly due to dispersive forces) are considered as being insensitive to any modification of the layer dimensions. The difference in the electrostatic energy expressed as per unit surface area can be considered as the total variation of the attractive energy between a semi-infinite layer and an infinite crystal (see Figure 2).48 Finally, this energy can be viewed as the cohesive energy of the crystal, corresponding to the energy required when separating the layers composing the crystal. The energy difference between the crystal and the finite layer is divided by the surface area of the layer, directly determined from the crystallographic data. 3. Calculations for crystals and layers The mean electronegativity for an infinite crystal is determined by the following equation: i0 e 40ri qi 1 40 n M j 1 i, j eq j n with the condition: q z i 1 i [7] The Madelung tensor Mi,j takes into account the geometry of the crystal studied, by directly computing it from atom positions using routine procedures. The computation of the atomic charges qi is then straightforward. When this distribution is established, Henry’s summation, developed in the Partial Atomic Charge and Hardness Analysis (PACHA) formalism,53 leads to the Electrostatic Balance (EB): EB e2 n n M i, j qi q j 8Z0 i 1 j 1 Figure 2. Structures considered for the calculations: (a) infinite crystal for montmorillonites and (b) semi-infinite lamella according a and b axes. The unit cell and the c-axis are also reported. [8] If the ionic charges are considered instead of the atomic charges in Eq. 8, this results in calculation of the electrostatic part of the lattice energy, Ue, defined previously in Eq. 1 (note that the summation of the Madelung tensor gives the Madelung constant). Then, the EB parameter corresponds to the effective electrostatic part of the bond energy. It has already been shown that the electrostatic part of the energy, including also the repulsive forces, attains, at first approximation, about 90% of the attractive part.49 Furthermore, the electrostatic calculation in a 2D lamellae structure is difficult to be implemented and very expensive in computer memory.57 Instead 2D finite structures are considered for calculation since the results are close to those obtained in calculation with a semi-infinite crystal. In particular, the energy evolution as a function of the number of atoms converges to that observed for the 2D infinite crystal.28 Accordingly, some modifications of long-range forces are supposed to occur when comparing an infinite crystal and The following equation can be used to calculate the cohesion energy of a solid per unit surface area: attr U coh U (crystal ) U (layer ) EB(crystal ) EB(layer ) Asc [9] where c s A is the surface area of the layer shown in Fig. 2. If such a layer is built along two crystal axes, proportionally to the cell dimensions, it is easy to relate the surface area involved in the defined process to the molecular lengths, linked in turn with the a, b and c cell parameters. By definition, the energy of cohesion per unit surface area is twice the surface energy.49 In the case of clays, the calculation following the above procedure results in the energy of cohesion between different layers along the caxis, which is perpendicular to the ideal plane of cleavage.28,58 Crystallographic structures Any meaningful calculation should be done only on a MX structure with precise atom positions as a starting point. The Tsipursky and Drits structure 59 has been cho- sen in the present consideration. In such a structure, the c parameter in the unit cell is modified as a function of the nature of the interlayer cation. The corresponding crystallographic data are given in Table 2. Crystallographic formula Space Group a (nm) b (nm) Alpha Beta Gamma M Si16Al6Mg2O48H8 P1 0.517 1.788 90 90 90 c (nm) for Mg c (nm) for Ca c (nm) for Sr c (nm) for Ba 0.975 0.980 1.003 1.021 Table 2. Crystallographic parameters for montmorillonites and cvalues for the montmorillonites saturated with alkaline-earth cations adopted following Ref. 59 MX is a phyllosilicate formed by aluminosilicate layers stacked above one another, each layer being composed of silicon, aluminium, magnesium and oxygen atoms (see Figure 1). A simplified formula is: (Na, 0.5Ca)0.6 (Al,Mg)4Si8O20(OH)4, nH2O, where Na and Ca cations are the interlayer ions placed between the aluminosilicate layers. In the type of structure considered here, neither the existence of tetrahedral substitutions (Al instead of Si) nor the presence of the iron atoms in the layer are taken into account, because of the small number of substitutions in tetrahedral sites and the small amount of iron. These assumptions are commonly accepted in other papers.28,54-56 Within the layer, an octahedral substitution can occur and this corresponds to a partial replacement of aluminium atoms by magnesium ones in an octahedral sheet. A negative charge appears due to such substitutions and it must be compensated by interlayer cations. Generally, Na+, Ca2+, Mg2+ are present as interlayer cations in the natural samples For the purpose of the present work, such alkaline-earth cations as Mg2+, Ca2+, Sr2+, and Ba2+ are considered. The MX structure can be built up either using the C2/m or C2 space group. With the PACHA code, the C2 symmetry appears much simpler to be processed with the Tsipurski and Drits structure.59 In this case, the cell dimensions for the Na-MX are: a= 0.517±0.002 nm, b=0.894±0.002 nm, c=0.995±0.006 nm, β=99°54’±30’. The insertion of alkaline-earth cations into the interlayer space involves both the consideration of a double unit cell with respect to the b parameter and the modification of the c value, following the interlayer opening necessary for a given alkaline-earth cation. The unit cell parameters are taken from the literature.60-61 Moreover the alkaline-earth cations are supposed to occupy similar adsorption sites as the alkaline ones. In line with the previous papers,28 the same Mg/Al ratio corresponding to one (+2) charge per O48H8 is considered. It is necessary to note that the simulated structures do not contain any water molecules since the surface energy of MX at the dry state is really needed. In addition, the ideal simulated structures (i.e. without any structural defects) present a perfect cleavage plane, which is generally difficult to achieve experimentally. Furthermore no distorsion on the a and b parameters has been imposed to the silicate layer at the dry state or because of the insertion of different interlayer cations. Results and Discussion 1. Surface Energies of MXs Saturated with AlkalineEarth Cations The partial charges are determined for the different atoms constituting the structure and are expressed using the unit of electron charge for Ca-MX (Table 3). Similar charges for the framework are obtained in the case of MXs saturated with other alkaline-earth cations using the same strategy.28 Finally only the partial charge of the interlayer cation strongly varies. The comparison of the framework partial charges with those reported for MXs saturated with the alkaline cations 28 provides similar trends: the Al atom is still considered as the most charged framework species, even if two types of aluminium can be distinguished: one close to the OH group and another one close to O-Si groups. The charge differences are relatively important and they vary in the range of 0.85 to 0.90 and of 1.30 to 1.40, respectively. This effect has been already observed in the case of MXs compensated with alkaline cations. It is worth noting that the relative order of the different charges assigned to the atoms obtained here is consistent with others studies using partial charges implemented in molecular dynamics and Monte Carlo simulations.7,31,44,55,62 The replacement of an interlayer cation by another alkaline-earth cation does not modify drastically the charges of the other elements, nor does the trend in the distribution of charges among these elements. Only the atomic charge of the interlayer cation depends on its nature. In the case of Mg- and Ca-MX, the partial charges of the interlayer cation are close to 1 and 2, respectively, mainly due to the difference of the cation radius. The Sr- and BaMX structures bear charges equal to 2.38 and 3.08, respectively. This means that the stoichiometry adopted in the present model of MX is valid in the case of Mg2+ and Ca2+, but not for Sr2+ and Ba2+ as interlayer cations. Nevertheless, the atomic charge variation calculated for a given interlayer cation also reflects the strength of its bonding to the layers. This force increases from Mg2+ to Ba2+, which is consistent with the results of the hydration ability as evaluated by immersion calorimetry and X-Ray diffraction.60,61 H O Al Si Mg Ca Charges 0.123 -0.546 1.196 0.859 1.143 2.007 Table 3. Partial charges obtained for the Ca-containing montmorillonite The EB energy of the layer varies with the length of the layer, i.e., with the number of atoms considered in the calculation, and reaches a plateau obtained when the number of atoms used in the computation reaches about 2000 giving the surface energy value E (in mJ.m-2) according to Eq. 9 (Figure 3). 28 Figure 3. Surface energy evolution as a function of the cation radius. The (ab) face is assumed is assumed to be representative of the overall surface of a crystal of MX in natural conditions. The resulting energy values can be thus viewed as the surface energies of the various systems, because the ab surfaces are obtained by an ideal cleavage. These results fall in line with the surface energy of nonswelling clays or silicas estimated using a very different approach based on experimental results.63 For example, the surface energies of kaolinites and illites, being close to the dry MX, were found to be about 376 and 458 mJ.m-2 respectively. The electrostatic model calculations provided similar results for nonswelling clays, as already published elsewhere.28,64,65 This agreement validates our approach and the use of electrostatic values to estimate the surface energy. From these calculations, the surface energy values calculated here for the divalent MXs are found to be larger than those obtained for the nonswelling clays. The comparison with the values observed for the MXs saturated with alkaline cations shows that the highest value is reached in the case of Ba-MX.28,58,66 Finally, the surface energy sequence at the dry state increases in the following order: Li < Na < Mg < K < Rb < Ca < Sr < Cs < Ba. As the surface energy probes the ability of the structure to open, the cohesion of the interlayer space in Li-MX is thus weaker than that determined in Ba-MX. This evolution is consistent with the trends given from the X-Ray Diffraction data for montmorillonites saturated with alkali and alkali-earth cations. 15,16,25,60,61 In addition, in the case of a mixture of interlayer cations (Na+ and Ca2+), the Ca2+ are found preferentially in the interlayer space, while the Na+ are located in mesopores.67-69 2. Decomposition of Immersion Enthalpies. The surface energy determined for the dry state can be related to the immersion enthalpy, immH, by the following definition: immH = HSL-H°S [10] where H°S is the surface enthalpy for the dry state and HSL is the surface enthalpy for the liquid-solid interface. By plotting the values of immH as a function of the surface energy for the dry state, the slope of the curve should be equal to -1, as was confirmed in the case of nonswelling clays (kaolinite, serpentine, chlorite and talc) (e.g., see Figure 4).28 When one keeps the slope equal to -1, the intercept of the immH vs. H°S plot should provide the liquid-vapour interfacial enthalpy, HLV, for water. A good agreement is again observed with the theoretical value of 118.5 mJ.m-², as reported previously for the MXs saturated with alkaline cations and as shown in Figure 4. In the case of MXs saturated with alkaline-earth cations, the enthalpy of immersion and the Harkins Jura specific surface area considered from literature in the present study, were measured by Berend et al. (see Table 4).60-61 The plot of the surface energy for the dry state, as calculated in the previous section, as a function of the immersion enthalpy is shown in Figure 5. In this case, the slope is positive and equal to 2.066 (far from the expected value of -1 (Eq. 10)).This means that the compound with the highest cohesion energy (Ba-MX) does not interact strongly with water and appears therefore to be the most difficult to be hydrated. Immersion Heat Specific Surface Area Immersion (J g-1) (m²g-1) (mJ m-²) Mg 148 50 2960 Ca 131 63 2079 Sr 104 63 1651 Ba 86,4 53 1630 Montmorillonites Table 4. Heats of immersion and Harkins-Jura specific surface areas selected for montmorillonites saturated with alkaline-earth cations.60 These results can be rationalized in the following way. In immersion experiments performed with nonswelling clays, layer hydration is the only process occurring. In contrast, owing to the presence of exchangeable and hydrating cations, the immersion process in swelling clays can be decomposed at least into three elementary processes: layer hydration, cation hydration and swelling. Figure 5 shows that the slope of the curve linking the surface energy at the dry state with the immersion enthalpy is opposite in sign, with respect to the theoretical value, when only layer hydration is considered (i.e., nonswelling clay behaviour). Hence the discrepancy may be assigned to the hydration enthalpy of the interlayer cations and to the swelling energy, corresponding to the For non-swelling compounds the (kaolinite, serpentine, talc, energy required to separate silicate layers. ed from Eq. 11. The results and the evolution of the hydration energy as a function of the cation radius are shown in Figure 6. chlorite) Surface Energy (mJ/m2 ) 0 0 200 400 600 800 1000 1200 -100 Immersion enthalpy (mJ/m2) -200 -300 S T K -400 -500 immHNS = Ehydration layer -600 -700 Domain of Swelling Clays -800 -900 y = 118,5 -x C Figure 5. Relationship between the experimental immersion enthalpy for exchanged montmorillonite samples (issued from references 60 and 61) and the theoretical surface energy for divalent montmorillonites obtained from the electrostatic calculations. -1000 The immersion enthalpy of a swelling clay can thus be decomposed by referring to the calibration curve obtained for nonswelling counterparts in Fig. 4. The energy of cation hydration can be consequently determined from the following equation: Ehydration of cation =immH – Eswelling – Ehydration of layer [11] The swelling energy, Eswelling, can be estimated using electrostatic model calculations 28 as the difference between two successive surface energy values for different interlayer space distances. By this way, the evolution of the swelling energy can be evaluated as a function of the interlayer distance. For each surface energy calculation, the partial charge distribution is needed to evaluate the infinite crystal energy and the lamellae energy (the 2D infinite crystal). The results confirm that the contribution of the swelling energy is small compared to the dry energy and is limited to 50 mJ.m-² at the most. This gives an important argument for neglecting the contribution of the swelling energy in the calculations. 3. Hydration Energy for cations and surface layer Assuming that the swelling energy can be neglected, the layer hydration energy can be directly determined from the appropriate calibration curve in Figure 4, as explained in the previous paragraph. Figure 5 illustrates the M-MX layer hydration process decomposed on the basis of the surface energy for the dry state. Knowing the layer hydration energy, the cation hydration energy is then calculat- 500 Hydration Energy (mJ.m-2) Figure 4. Evolution of the experimental immersion enthalpy as a function of the theoretical surface energies for non-swelling clays: kaolinite (K), talc (T), serpentine (S) and chlorite (C) (from the experimental results56 and electrostatic calculations58,63-65). 0 Surface -500 Ca -1000 Mg Sr -1500 Ba -2000 -2500 Cation -3000 80 90 100 110 120 130 140 150 Cation radius (Å) Figure 6. Evolution of the hydration energy for both surface and cation (in mJ m-2) obtained from the model developed here to distinguish each composante of hydration energy as a function of the nature of the interlayer cation in the case of divalent montmorillonites. Straight lines represent the hydration energy values for the cation while the dash lines represent the surface hydration energy. Generally speaking, the trend observed in the cation hydration energy is in agreement with the Hofmeister series and with the results obtained by Monte Carlo and other types modelling.54-56,70 This trend is also supported by Molecular Dynamics simulations performed in the case of zeolites saturated by alkali-earth cations.70 The hydration energies for various interlayer cations determined in the present work parallel well with the hydration energy trends of these cations in aqueous solutions. The hydration energies for cations in the clay structure are system- atically smaller than those obtained in bulk water (Figure 7). Two effects may be invoked to explain this difference. Firstly, one can consider that the number of water molecules surrounding a cation in its hydration shell is smaller when it is located in the interlayer space compared to the situation in bulk water due to the confinement imposed by the quasi 2D porosity in the interlayer space. This fact is admitted in adsorption at the Solid-Liquid interface, where the hydration contributions to the differential enthalpy of adsorption are of the same order of magnitude than the hydration energies obtained here.22,27 Secondly, an additional amount of energy is necessary to eventually separate the cation from the clay surface. This phenomenon is endothermic. However, such a movement of ions cannot produce a great energy variation and thus it can be neglected here. In any case, such an effect cannot be quantified without the use of other experimental techniques, such as conductivity experiments. 27 Moreover, in our calculations, we did not take into account the possible rearrangement of the silicate layer (modification of the unit cell parameters according to a or b or possible rearrangement of the framework atoms ), a phenomenon which is evidenced in other flexible solids. 72-74 In addition, the high hydration energy values calculated for the alkaliearth cations in montmorillonites explain the relatively ability of the interlayer space to open compared to montmorillonites saturated by alkali cations.22,27,60,61 Hydration Energy of the Cation in Bulk Water (kJ.mol-1) -500 Sr -550 Ba Finally, the results obtained in the framework of this study may be confronted with the experimental adsorption isotherm and XRD data. Trends similar to the ones observed here were deduced on the basis of the structure models applied to analyse the XRD profiles as a function of relative humidity.15 Indeed the Mg and Ca-MXs were found to hydrate at lower pressures than the Sr- and BaMXs. The immersion heat obtained in calorimetry measurements followed the same trend as a function of the nature of the alkaline-earth cation.60,61,77 In accordance with the values obtained for the hydration energy of both the cation and the layer surface, the hydration mechanism can be now extended to include the conclusions referring to alkaline cations. Alkaline cations possessing high hydration energy (Li+ and Na+) are relatively mobile in the interlayer space. In the case of alkaline-earth cations, Mg2+ and Ca2+ are mobile in the interlayer space, while Ba2+ should be strongly linked to the clay layer. This conclusion is first supported by the analysis of the ratio between the hydration energy determined for the cation in bulk water and in the interlayer space, as well as its impact on the cation exchange.78-80 Conclusions -600 Ca -650 -700 Mg -750 -800 -220 -200 -180 -160 -140 -120 -100 -80 of the hydration of the clay structure (Figure 6). The cation-water interaction provides smaller energy contribution in this MX, which does not promote the hydration process. The intermediate case is observed for Sr-MX where the two contributions are equivalent. Such a result is validated by previous Molecular Dynamics simulations performed for Mg-montmorillonite, where the Mg2+ interlayer cation were found to be hydrated with 6 H2O while the layer surface barely interact with water molecules.75-76 -60 -40 Hydration Energy for the Interlayer Cation (kJ.mol-1) Figure 7. Relationship between the hydration enthalpy of a given cation in aqueous solution (from Gershel 80) and the hydration energy calculated from our electrostatic calculations and the methodology to estimate the different parts of the hydration energy in the case of divalent montmorillonites. Based on the different contributions to the overall hydration energy, it is possible to elucidate the driving force for hydration in swelling clays. As illustrated in Figure 6, the driving force is strongly dependent on the nature of the interlayer cation. For Mg- and Ca-MX clays, hydration of the interlayer cation is highly exothermic and its energy exceeds that of the silicate layer hydration. The driving force for the hydration in these minerals is clearly related to the hydration of the interlayer cation. In the case of BaMX, the surface contribution is the most important part The understanding of the hydration phenomenon is essential to predict the behaviour of smectite clays. In the present paper, the task of correlating the results of electrostatic calculations with the experimental data taken from the literature was undertaken so as to achieve this objective. Using the calculation methodology, the surface energy of MXs saturated with alkaline-earth cations at the dry state was determined. It appears that the larger the interlayer cation, the higher the surface energy at the dry state, reaching a good agreement with the previous results obtained for alkaline interlayer cations. Furthermore, it was possible to calculate the hydration energy values for a cation and a layer surface, based on the heat of immersion data. These results are of great importance for predicting the driving force for hydration in the MX structure, being generally a function of the nature of the interlayer cation. The cation hydration favours the overall process in the case of Mg2+ and Ca2+ as interlayer cations, whereas the hydration of layer surface has the predominant effect in Ba-MX. It is worth noting that the surface energy at the dry state and hydration energy values are consistent with the experimental data for MX saturated with alkaline-earth cations. An important consequence of these results concerns the prediction of the cation ability to diffuse and to be ex- changed: cations possessing high hydration energy are relatively mobile in the interlayer space. AUTHOR INFORMATION Corresponding Author Dr Fabrice SALLES Institut Charles Gerhardt, UMR 5253 CNRS-UM2-ENSCMUM1, Université Montpellier II, Place E. Bataillon, 34095 Montpellier Cedex 5, France fabrice.salles@um2.fr Author Contributions The manuscript was written through contributions of all authors. / All authors have given approval to the final version of the manuscript. / ‡These authors contributed equally. (match statement to author names with a symbol) ACKNOWLEDGMENT The authors acknowledge, with gratitude, financial support for this research from the GNR FORPRO network (a research network of French National Centre for Scientific Research CNRS and National Agency for Radioactive Waste Management ANDRA). REFERENCES 1) 2) 3) 4) 5) 6) 7) 8) 9) 10) 11) 12) 13) 14) 15) 16) 17) 18) Ghayaza, M.; Le Forestier, L.; Muller, F.; Tournassat, C.; Beny, J.M. J. Colloid Interf. Sci. 2011, 361, 238-246 Fleury, M.; Pironon, J.; Le Nindre, Y.M.; Bildstein, O.; Berne, P. ; Lagneau, V. ; Broseta, D. ; Pichery, T. ; Fillacier, S. ; Lescanne, M. ; Vidal, O. Oil Gas Sci. Techn. 2010, 65, 435-444 Jullien, M.; Raynal, J.; Kohler, E.; Bildstein, O. Oil Gas Sci. Techn. 2005, 60, 107-120 Perdrial, J.N.; Warr, L.N.; Perdrial, N.; Lett, M.C.; Elsass, F. Chem. Geol. 2009, 264, 281-294 Perdrial, J.N.; Warr, L. Clays Clay Miner. 2011, 59, 640-653 Pommerol, A.; Schmitt, B.; Beck, P.; Brissaud, O. Icarus 2009, 114-136 Anderson, R.L.; Ratcliffe, I.; Greenwell, H.C.; Williams, P.A.; Cliffe, S.; Coveney, P.V. Earth Sci. Rev. 2010, 98, 201-216 Hatch, C.D.; Wiese, J.S.; Crane, C.C.; Harris, K.J.; Kloss, H.G.; Baltrusaitis, J. Langmuir 2012, in press Prost, R.; Koutit, T.; Benchara, A.; Huard, E. Clays Clay Miner., 1998, 46(2), 117-131 Van Damme, H. Encyclopedia of Surface and Colloid Science 2002, 1087-1103, Ed. M. Dekker Herbert, H.J.; Kasbohm, J.; Sprenger, H.; Fernandez A.M.; Reichelt, C. Phys. Chem. Earth 2008, 33, 5327-5342 Tertre, E.; Ferrage, E.; Bihannic, I.; Michot, L.J.; Pret, D. J. Colloid Interf. Sci. 2011, 363, 334-347 Ferrage, E. ; Lanson, B. ; Michot, LJ. ; Robert, J.L. J. Phys. Chem. C 2010, 114, 4515-4526 Ferrage, E.; Lanson, B.; Sakharov, B.A. ; Geoffroy, N. ; Jacquot, E. Am. Miner. 2007, 92, 1731-1743 Ferrage, E.; Lanson, B. ; Sakharov, B.A. ; Drits, V.A. Am. Miner. 2005, 90, 8-9, 1358-1374 Ferrage, E. ; Lanson, B. ; Malikova, M. ; Plançon, A. ; Sakharov, B.A. ; Drits, V.A. Chem. Mater. 2005, 17, 3499-3512 Hendricks, S.B.; Nelson, R.A.; Alexander, L.T. J. Am. Chem. Soc. 1940, 62, 1457 Salles, F.; Beurroies, I.; Bildstein, O.; Jullien, M.; Raynal, J.; Denoyel, R.; Van Damme, H. Appl. Clay Sci. 2008, 3, 186-201 19) Salles, F.; Bildstein, O.; Douillard, J.M.; Jullien, M.; Raynal, J.; Van Damme H. Langmuir 2010, 26, 5028-5037 20) Apparicio, P.; Ferrell, R.E.; Galan, E. Philos. Mag. 2010, 90, 2373-2385 21) Bihannic, I.; Tchoubar, D.; Lyonnard, S.; Besson, G.; Thomas, F. J. Colloid Interf. Sci. 2001, 240, 211-218 22) Salles, F. ; Douillard, J.M. ; Denoyel, R. ; Bildstein, O. ; Jullien, M. ; Beurroies, I. ; Van Damme, H. J. Colloid Interf. Sci. 2009, 333, 510-522 23) Elmchaouri, A. Simonot-Grange, M.H.; Mahboub, R. Thermochim. Acta 2004, 421, 193-201 24) Lantenois, S. ; Nedellec, Y. ; Prelot, B. ; Zajac, J. ; Muller, F. ; Douillard, J.M. J. Colloid Interf. Sci. 2007, 316, 1003-1011 25) Warr, L.; Berger, J. Phys. Chem. Earth 2007, 32, 247-258 26) Young, D.A.; Smith, D.E. J. Phys. Chem. B 2000, 104, 91639170 27) Salles, F.; Devautour-Vinot, S.; Bildstein, O.; Jullien, M.; Maurin, G.; Giuntini, J.C.; Douillard, J.M.; Van Damme, H. J. Phys. Chem. C 2008, 112, 14001-14009 28) Salles, F.; Bildstein, O.; Douillard, J.M.; Jullien, M.; Van Damme, H. J. Phys. Chem. C 2007, 111, 13170-13176 29) Annabi-Bergaya, F.; Estrade-Szwarckopf, H.; Van Damme, H. J. Phys. Chem. 1996, 100(10), 4120-4126 30) Suter, J.L.; Anderson, R.L.; Greenwell, H.C.; Coveney, P.V. J. Mater. Chem. 2009, 19, 2482-2493 31) Suter, J.L.; Boek, E.S.; Sprik, M. J. Phys. Chem. C 2008, 112, 18832-18839 32) Geysermans, P.; Noguera, C. J. Mater. Chem. 2009, 19, 78077821 33) Chatterjee, A.; Iwasaki, T.; Ebina, T. J. Phys. Chem. A 2000, 104, 8216-8223 34) Liu, X.D.; Lu, X.C.; Angew. Chem. Int. Ed. 2006, 45, 63006303 35) Mignon, P. ; Ugliengo, P. ; Sodupe, M. ; Hernandez, E.R. Phys. Chem. Chem. Phys. 2010, 12, 688-697 36) Tao, L.; Xiao-Feng, T.; Yu, Z.; Tao, G. Chin. Phys. B 2010, 19, 109101 37) Cygan, R.T.; Greathouse, J.A.; Heinz, H.; Kalinichev, A.G. J. Mater. Chem. 2009, 19, 2470-2481 38) Monsalvo, R. ; de Pablo, L. ; Lourdes Chavez, M. Revista Mexicana de Ciencias Geologicas 2006, 23, 84-95 39) Greathouse, J.A. ; Refson, K.; Sposito, G. J. Am. Chem. Soc. 2002, 122, 11459-11464 40) Marcelja, S. Current Opinion in Colloid and Interface Science 2011, 16, 579-583 41) Voora, V.K. ; Al-Saidi, W.A. ; Jordan, K.D. J. Phys. Chem. A 2011, 115, 9695-9703 42) Cannon, J.; Kim, D.; Maruyama, S.; Shiomi, J. J. Phys. Chem. B 2012, 116, 4206-4211 43) Tazi, S.; Molina, J.J.; Rotenberg, B.; Turq, P.; Vuilleumier, R.; Salanne, M. J. Chem. Phys. 2012, 136, 114507 44) Rotenberg, B.; Marry, V.; Malikova, N.; Turq, P. J. Phys. Condens. Matter 2010, 22, 284114 45) Morel, J.P.; Marry, V.; Turq, P.; Morel-Desrosiers, N. J. Mater. Chem. 2007, 17, 2812-2817 46) Bordallo, H.N.; Aldridge, L.P.; Jock Churchman, G.; Gates, W.P.; Telling, M.T.F.; Kiefer, K.; Fouquet, P.; Seydel, T.; Kimber, S.A.J. J. Phys. Chem. C 2008, 112, 13982-13991 47) Quane, D. J. Chem. Ed. 1970, 47(5), 396 48) Douillard, J.M. ; Henry, M. J. Colloid Interface Sci. 2003, 263(2), 554 49) Huheey, J.E.; Keiter, E.A.; Keiter, R.L. Inorganic Chemistry: Principles of Structures and Reactivity; Harper Collins: New York, 1993 50) Pauling, L. J. Am. Chem. Soc. 1932, 54, 3570 51) Parr, R.G. ; Yang, W. Density Functional Theory of Atoms and Molecules ; Oxford University Press : New York, 1994 52) Allen, L.C. J. Am. Chem. Soc. 1989, 111, 9003 53) Henry, M. Modelling of Minerals and Silicated Materials ; Silvi, B., D’Arco, P., Eds. ; Kluwer Academic : Dordrecht, The Netherlands, 1997, p. 273 54) (a) Rotenberg, B.; Marry, V.; Vuilleumier, R. ; Malikova, N.; Simon, C.; Turq, P. Geochim. Cosmochim. Acta. 2007, 71(21), 5089; (b) Rotenberg, B.; Marry, V.; Dufreche, J.F.; Giffaut, E.; Turq, P. J. Colloid Interf. Sci. 2007, 309(2), 289 55) Marry, V.; Turq, P.; Cartailler, T. ; Levesque, D. J. Chem. Phys. 2002, 117(7), 3454 56) Skipper, N.T. ; Refson, K.; McConnell, J.D.C. J. Chem. Phys. 1991, 94, 7434-7441 57) Bertaut, F. J. Phys. Radium. 1952, 13(6), 372 58) Douillard, J.M.; Salles, F.; Devautour-Vinot, S.; Manteghetti, A.; Henry, M. J. Colloid Interf. Sci. 2007, 306, 175-182 59) Tsipurski, S. ; Drits, V.A. Clay Miner. 1984, 19, 177 60) Berend, I. PhD Thesis. Les mécanismes d’hydratation de montmorillonites homoioniques pour des pressions relatives inférieures à 0.95. Institut National Polytechnique de Lorraine, 1991. 61) Cases, J.M.; Berend, I.; Fraçois, M.; Uriot, J.P.; Michot, L.J.; Thomas, F. Clays Clay Miner. 1997, 45, 8-22 62) Ferrage, E.; Sakharov, B.A.; Michot, L.J.; Delville, A.; Bauer, A.; Lanson, B. ; Grangeon, S. ; Frapper, G.; Jimenez-Ruiz, M.; Cuello, G.J. J. Phys. Chem. C 2011, 115, 1867-1880 63) Douillard, J.M.; Salles, F. Phenomenology of water at clay surfaces. In Clay Surfaces: Fundamentals and Applications; Wypych, F.; Satyanarayana, K.G., Eds; Academic Press: New York, 2004 64) Douillard, J.M.; Salles, F.; Henry, M.; Malandrini, H.; Clauss, F. J. Colloid Interf. Sci. 2007, 305, 352-360 65) Salles, F.; Henry, M.; Douillard, J.M. J. Colloid Interf. Sci. 2006, 303, 617-626 66) (a) Haouzi, A.; Salles, F.; Henry, M. ; Douillard, J.M. J. Colloid Interface Sci. 2007, 307(2), 531 ; (b) Salles, F.; Douillard, J.M. ; Bildstein, O. ; Van Damme, H. Appl. Clay Sci. 2011, 53, 379-385 67) Shainberg, I.; Oster, J.; Wood, J.D. Soil Sci. Soc. Am. J. 1980, 44, 960-964 68) Oster, J.D.; Shainberg, I.; Wood, J.D. Soil Sci. Soc. Am. J. 1980, 44, 955-959 69) Pils, J.R.V.; Laird, D.A.; Evangelou, V.P. Applied Clay. Sci. 2007, 35, 201-211 70) Marcus, Y. J. Solution Chem. 1983, 12, 271-275 71) Ockwig, N.W.; Cygan, R.T.; Criscenti, L.J.; Nenoff, T.M. Phys. Chem. Chem. Phys. 2008, 10, 800-807 72) Jund, P.; Jullien, R. Phys. Rev. Lett. 1999, 83, 2210-2213 73) Salles, F.; Maurin, G.; Serre, C.; Llewellyn, P.L.; Knöfel, C.; Choi, H.J.; Filinchuk, Y.; Oliviero, L.; Vimont, A.; Long, J.R.; Férey, G. J. Am. Chem. Soc. 2010, 132, 13782-13788 74) Salles, F.; Bourrelly, S.; Jobic, H.; Devic, T.; Guillerm, V.; Llewellyn, P.L.; Serre, C.; Férey, G.; Maurin, G. J. Phys. Chem. C 2011, 115, 10764-10776 75) Greathouse, J.A.; Refson, K.; Sposito, G. J. Am. Chem. Soc. 2000, 122, 11459-11464 76) Skipper, N.T.; Refson, K.; Mc Connell, J.D.C. J. Chem. Phys. 1991, 94, 7434 77) Zabat, M.; Van Damme, H. Clay Miner. 2000, 35, 357-363 78) Rotenberg, B.; Morel, J.P.; Marry, V.; Turq, P.; MorelDesrosiers, N. Geochim. Cosmochim. Acta. 2009, 73(14), 4034-4044 79) Teppen, B.J.; Miller, D.M. Soil Sci. Soc. Am. J. 2006, 70, 31-40 80) Gerschel, A. Liaisons Intermoléculaires, Intereditions et CNRS Editions, 1995 Authors are required to submit a graphic entry for the Table of Contents (TOC) that, in conjunction with the manuscript title, should give the reader a representative idea of one of the following: A key structure, reaction, equation, concept, or theorem, etc., that is discussed in the manuscript. Consult the journal’s Instructions for Authors for TOC graphic specifications. Insert Table of Contents artwork here Chem. Mater. Driving Force for the Hydration of the Swelling Clays: Case of Montmorillonites Saturated with Alkaline-Earth Cations Using electrostatic calculations, we determine the surface energy for the dry state in swelling clays such as montmorillonites presenting a ideal plane of cleavage. From this results and combining with immersion data, both the hydration energy values for the cations and the layer surface are determined and allow us to elucidate the driving forces for the montmorillonites saturated with alkaline-earth cations. 500 Hydration Energy (mJ.m-2) Fabrice Salles*, Jean-Marc Douillard, Olivier Bildstein, Cedric Gaudin, Benedicte Prelot, Jerzy Zajac and Henri Van Damme 0 Surface -500 Ca -1000 Mg Sr -1500 Ba -2000 -2500 Cation -3000 80 90 100 110 120 130 140 150 Cation radius (Å) 11