Clay Minerals, (2008) 43, 449–457 Sedimentation characteristics of two commercial bentonites in aqueous suspensions S. AKTHER, J. HWANG AND H. LEE* Division of Earth and Environmental Science Systems, Pusan National University, Busan 609-735, Korea (Received 10 April 2007; revised 31 March 2008) A B S T R A C T : The sedimentation characteristics of two commercial bentonites, Tixoton (organically treated) and Montigel-F (untreated), were investigated using a 3% w/v clay suspension at different concentrations (1, 3.5 and 10%) of NaCl and pH values (2, 7 and 12). Settling rates, floc diameters and sediment volumes were derived from changes in light transmittance using a Turbiscan Ma 2000 instrument. Both bentonite suspensions were unstable (flocculated) in NaCl solutions. The settling rate increased with increasing concentration of NaCl and was directly related to floc diameter. The sediment volume reduced with increasing NaCl concentrations, a result of greater double layer compression caused by increased ionic strength. At comparable salt concentrations, the organicallytreated bentonite (Tixoton) settled at a much slower rate and had a greater sedimentation volume. The suspensions of both organically-treated and untreated bentonites were stable (dispersed) above pH 7 and unstable in acidic conditions. The settling rate for Tixoton under acid conditions was much smaller than that for the Montigel-F. Differences in sedimentation characteristics between the two bentonite samples are probably due to the presence of an anionic polymer (carboxymethyl cellulose: CMC) in Tixoton. The viscosity of the bentonite suspensions was also studied. The viscosity of the clay suspension is closely related to clay dispersivity in solution. The CMC was highly effective in increasing the viscosity of the bentonite suspensions, but only under neutral and alkaline conditions. KEYWORDS: bentonite, suspension, dispersion, flocculation, settling rate, sediment volume, NaCl, pH, drilling fluid, viscosity. Bentonite is mainly composed of montmorillonite and is widely used in various industrial products and processes such as paints, ceramics, pesticides, pharmaceuticals, cosmetics, cement and drilling fluids to modify the rheology and control the stability of the systems. Providing adequate particle dispersion in such applications is important. The rheological properties of bentonite-water systems are not yet fully understood. The complex * E-mail: [email protected] DOI: 10.1180/claymin.2008.043.3.09 behaviour is due to the anisometric clay particles exposing different crystal faces which vary both in charge and the magnitude of the surface potential (Gungor, 2000). Recently, many studies have been performed on the interaction of organic-inorganic compounds with the bentonite surface by means of rheological measurements. Some examples of these organic-inorganic compounds are sodium chloride (Akther et al., 2007), salts, gypsum, polyacrylamide, polyacrylic and sodium carboxymethyl cellulose (CMC) (Erdogan & Demirci, 1996), linear alkyl benzene-sulphonate and distearly dimethyl ammonium chloride (Gungor, 2000), # 2008 The Mineralogical Society 450 S. Akther et al. TABLE 1. Mineralogical composition (wt.%) of the samples. Sample name Tixoton Montigel-F Montmorillonite Quartz Feldspar Mica Cristobalite 89.1 86.8 1.0 0.9 8.1 10.2 0.3 1.5 2.1 polyacrylamide (Heller & Keren, 2002; Hwang & Dixon, 2000), electrolytes, polyvinyl pyrolidone and linear alkyl benzene-sulphonate (Ece et al., 1999), or tamarind gum and polyanionic cellulose (Mahto & Sharma, 2004). The addition of polymers to a bentonite suspension can act as a dispersant or as a flocculant depending upon the polymer characteristics such as molecular weight, molecular structure, concentration, electrical charge, degree of adsorption, conformation in the adsorbed layer, solvent, and dielectric properties (Sato & Ruch, 1980). Although the flocculation behaviour of bentonite suspensions in different solutions has been determined, few studies have compared the effects of organic substances on the settling behaviour of the same bentonite suspensions under different electrolyte concentrations. This information is useful for clay and modified-clay mineral processing. Therefore, the present study was performed to investigate the effects of an organic compound (CMC) on the sedimentation characteristics of bentonite suspensions and viscosity under different concentrations of NaCl and at different pH values. MATERIALS AND METHODS Two commercial bentonites, Tixoton and MontigelF, were used for this study. The samples were obtained from Süd-chemie Korea Co. Ltd. and used without any further treatment. The dominant mineral in these samples is Na-montmorillonite. The bentonites were activated during the manufacturing process using Na2CO3. X-ray diffraction (XRD) patterns of powder samples were obtained with a Rigaku Geigerflex 2301 diffractometer using Cu-Ka radiation at 30 kV and 15 mA using a Ni-filter. The scan speed was 2º2y/min for range 2 40º. To investigate the mineralogical properties of the bentonite, samples were heated at 500ºC for 2 h and ethylene glycol tests were carried out. The mineral compositions were quantified by Siroquant version 2.5. The mineral compositions of the samples are indicated in Table 1. According to the manufacturer’s information, Tixoton contains 0.2% carboxymethyl cellulose (CMC) with 4.1% Na2CO3 and 0.1% Mg(OH)2. Thus, we considered Tixoton bentonite as an organically-treated sample. Montigel-F, Na-activated bentonite, was untreated with polymers. The physicochemical properties of the samples obtained from Süd-Chemie Korea Co. Ltd are listed in Table 2. The experiments were conducted with clay suspensions made with 3 g of bentonite and 100 ml of solution at different concentrations (1, 3.5 and 10%) of NaCl and at different pH values (2, 7 and 12). After the addition of dry bentonite powder to solution, the sample was agitated via magnetic stirring for 30 min to allow dispersion. After 30 min of rapid mixing, the suspensions were stored for 8 h 15 min to achieve homogeneity. And after a further 15 min of rapid mixing, 8 ml of the suspension was extracted and measured for settling rate and sediment volume. The settling rate and sediment volume were measured using a liquid dispersion optical characterization instrument (Turbiscan MA 2000). The samples (~4.71 cm3) were carefully added into a cylindrical glass cell. The reading head scans across the height of the sample over time. It reports the percentage of light either transmitted through the sample (180º from the incident light, transmission sensor) or back-scattered (45º from the incident radiation, backscattering detector) from the sample. TABLE 2. The physicochemical properties of the samples obtained from Süd-Chemie Korea Co. Ltd. Properties Moisture contents (wt.%) Outer sp. gravity (g/l) pH Swelling volume (ml/2g) Particle size (residues on 0.075 mm sieve; wt.%) Tixoton Montigel-F 9.50 1.02 10.10 23.00 15.50 8.90 1.02 10.00 15.00 15.80 Sedimentation characteristics of commercial bentonites The transmission percent was used to estimate the settling rate of the samples. Solution pH was adjusted with 0.5 M H2SO4 and NaOH solution. The solution pH values of 2, 7 and 12 were selected because positive charges can only develop in a protonation reaction of Al-OH sites at edges below pH ~6.5, and deprotonation of the Si-OH rather than Al-OH sites takes place with increasing solution pH, resulting in negative charges at edges (Tombacz & Szekeres, 2004). The solutions of three different salinities (1, 3.5 and 10%) were prepared using NaCl. The viscosity of homogeneous suspensions was measured using a Brookfield digital (Model RVTD-1) viscometer. For the purpose of this study, we used spindle No. 1 and rotational speed 100 s 1. RESULTS AND DISCUSSION XRD analysis The qualitative XRD analysis of bulk samples indicates that the mineralogy is dominated by montmorillonite, with quartz, feldspar, mica and cristobalite minerals occurring as minor components (Table 1). The XRD patterns of Montigel-F and Tixoton are presented in Fig. 1, and the XRD patterns of the samples peak at ~15 Å, corresponding to montmorillonite. The half width (d001) of the samples was 1.55º2y for the Tixoton sample and 0.95º2y for the Montigel-F sample, which indicated that the montmorillonite particles of the 451 Tixoton sample are smaller than those of the Montigel-F sample. After treatment with ethylene glycol, the samples display a sharp d001 peak (Fig. 2) which shifted towards 17 Å, behaviour typical of montmorillonite. After heating at 500ºC (2 h), the peak shifted back to 10 Å, and this confirmed the presence of montmorillonite (Fig. 2). The XRD and heat-treatment analyses of the samples suggested that these bentonites mainly consist of montmorillonite, and showed no significant changes in basal spacing after treatment with CMC. This is probably due to the anionic nature of the CMC that cannot be adsorbed onto the clay surface or in the interlayer because of charge repulsion (Hwang & Dixon, 2000). If polymer had adsorbed in the interlayer space, it would have caused a change in basal spacing. Sedimentation behaviour analysis The experimental solutions were classed as ‘neutral’, ‘salt’, ‘acid’ and ‘alkaline’ and the samples classified as ‘organically treated’ and ‘untreated’. NaCl was chosen due to its iondissolving effects on organically-treated clay relative to untreated clay. Acid and alkaline solutions were used to identify the effects of protonation and deprotonation reactions on the clay samples. The CMC polymer-bearing clay was used to collect data on the stability and settling behaviours of organically-treated bentonite in different solutions. The difference in behaviour of these two bentonites may be correlated with their FIG. 1. XRD patterns of Tixoton and Montigel-F (M: montmorillonite, C: cristobalite, Q: quartz, F: feldspar). 452 S. Akther et al. FIG. 2. XRD patterns of the sample: (a) treated with ethylene glycol; and (b) after heating at 500ºC. physicochemical properties (Table 2), as well as montmorillonite contents (Table 1). The results of the light-transmittance analysis of Tixoton (organically-treated) and Montigel-F (untreated) samples in neutral solution are given in Fig. 3. No transmittance was observed for the Montigel-F sample because the untreated sample had large negative charges on the particle surfaces, resulting in stable dispersion. The organicallytreated sample did not show any detectable settling pattern until 40 min had elapsed. Before that time the settling curves of the organically-treated sample had 0% transmittance, which indicates that the clay particles were well dispersed in the solution due to strong charge repulsion. After 40 min, however, the organically-treated sample showed a small change in transmittance (<0.22%). This change was FIG. 3. Variations in light transmittance showing the sedimentation behaviour of bentonite suspensions under neutral conditions. probably due to a weak material separation which occurs in the top portion of the suspension. We observed that the top portion (~0.01 cm3 from theoretical calculations) of the solution was clear and had separated from the clay suspension. The change might also have arisen due to the gel-like dispersion. From a rheological point of view, this behaviour can be defined as ‘thixotropy’ (Günister et al., 2004; Güven, 1992). The settling curves of Tixoton and Montigel-F samples in the presence of NaCl are given in Fig. 4. For this experiment, we used 1, 3.5 and 10% NaCl. According to Abend & Lagaly (2000) and Luckham & Rossi (1999), at small salt concentrations the interaction is attractive between edges (+) and face ( ); at larger salt concentrations, it is attractive between the faces too. In NaCl solutions, all the bentonite suspensions settled with very similar patterns (Fig. 4) but the organically-treated sample showed slower settling curves than the untreated sample. The average settling rates and diameters of settled particles (flocs) from bentonite suspensions were directly calculated from Turbiscan MA 2000 and are listed on Table 3. The settling rate tended to decrease with increasing salt concentration and was directly related with average floc diameter. The settling rates increased with increasing floc diameter. This relationship was clearly observed with untreated bentonite in NaCl solutions. The variations in settling rates and floc diameters with salt concentrations were significant with untreated bentonite, but were insignificant in the organically-treated samples. The organically-treated bentonite showed a significantly 453 Sedimentation characteristics of commercial bentonites FIG. 4. Variations in light transmittance showing the sedimentation behaviour of bentonite suspensions under different salt concentrations. smaller settling rate than the untreated bentonite in all salt concentrations. This experimental result suggests that the organically-treated bentonite may be effectively applied as a better drilling fluid for salt environments by controlling the CMC concentration to retard the settling of bentonite suspension. The volume of settled particles (sediment volumes, Table 3) decreased as the salt concentration increased. This is probably due to more double layer compression in solutions of greater salt concentration. In NaCl solutions, the Tixoton sample gave larger sediment volumes than untreated Montigel-F (Table 3). This may be due to the anionic CMC of Tixoton trapped in double layers. It is considered that the trapped anionic CMC results in greater particle-particle distances in coagulated bentonite with charge repulsion. Another possible reason for the increased sediment volume is that other factors such as greater montmorillonite contents and/or the greater swelling ability of the Tixoton compared to that of Montigel-F (Tables 1 and 2) affected sediment volume. The solution pH significantly affects the settling of the bentonite suspensions. Clay minerals exhibit two types of electric charges: permanent charges on interlayer surface and variable charges on broken edges. The permanent charges are structural charges originating from isomorphic substitutions in the octahedral and tetrahedral sheets and do not vary with pH. The surfaces of broken edges have surface TABLE 3. Sedimentation properties of bentonite suspensions. Solutions Distilled water 1% salt 3.5% salt 10% salt pH 2 pH 12 – Organically-treated bentonite (Tixoton) – Average floc Average setSediment vol. diameter tling rate at 60 min (mm) (mm/min) (ml) — Untreated bentonite (Montigel-F) — Average floc Average setSediment vol. diameter tling rate at 60 min (mm) (mm/min) (ml) 0.00 0.00 0.00 0.00 0.00 0.00 1.82 1.05 0.43 1.85 0.00 0.25 0.26 0.22 0.11 0.00 2.26 2.35 2.34 1.54 0.00 1.02 0.56 0.26 1.45 0.00 1.06 1.00 0.84 0.98 0.00 4.86 5.39 5.71 3.28 0.00 454 S. Akther et al. groups (Al-OH and Si-OH) that can be protonated or deprotonated depending on the solution pH and can have variable charges. The pH of the aqueous solution can affect these two types of charges. The high affinity of H+ ions can neutralize the permanent negative charges and can reduce and/or prevent formation of a dominant electric double layer on surfaces. Chemical species (H+ and OH ) can be provided to the surface protolytic reactions on edge sites in which the pH-dependent hidden electric double layer forms (Tombacz & Szekeres, 2004). The settling curves of Tixoton and Montigel-F samples in the presence of acid are given in Fig. 5. At low pH, the samples showed a different pattern in the settling curves. The untreated bentonite (Montigel-F) suspension showed settling with a clear solid-liquid interface within 15 min, whereas the organically-treated bentonite (Tixoton) suspension settled at a much slower rate (Fig. 5). Since amphoteric sites are conditionally charged, positive charges can develop at the edges by attracting H+ ions transferred from the aqueous phase (pH 2). For this reason, in acidic conditions, the attraction between negatively-charged surfaces and positively-charged edges resulted in rapid sedimentation of the Montigel-F. It was shown that edge-to-face contacts leading to card-house structures are only formed in acidic media and result in flocculation (Permien & Lagaly, 1995). For Tixoton, however, the CMC anions are attached on positively-charged clay particles and prevent the edge-face contacts of the card-house flocculation (Ece et al., 1999). For this reason, slower settling occurred. The CMC molecules could be tightly bound to edges of clay particles, forming bridges FIG. 5. Variations in light transmittance showing the sedimentation behaviour of bentonite suspensions under acid conditions. between particles. As a result, the clay particles bridged by CMC were finally flocculated by increasing the sediment volume. Another possible cause of increased sediment volume is that the greater content of montmorillonite and/or greater swelling capacity of Tixoton (Tables 1 and 2) led to a greater sediment volume. The broken edges of bentonite particles become negatively-charged in alkaline solutions (Tombacz & Szekeres, 2004). Therefore, the electrostatic repulsion between the same charges on basal surfaces and edges resulted in stable dispersion of treated samples, as shown in Fig. 6. Organicallytreated bentonite maintained stable dispersion for up to 40 min, but began to show small changes in transmittance after that time (Fig. 6). This is probably due to a weak material separation in the upper-most suspension as observed in neutral solution. For this reason, no detectable settling rate and sediment volume were calculated from transmittance of the treated sample (Table 3). In conclusion, both untreated and treated bentonite suspensions can maintain good dispersion states in alkaline and neutral solutions. Viscosity analysis Viscosity of bentonite suspensions is an important factor when determining the effectiveness of the bentonite in drilling fluids, paper coatings, detergents, paint, pharmaceuticals and other industrial products. For oil drilling purposes, a drilling fluid of at least 15 mPa s viscosity is needed to clean the hole of rock fragments produced by the drilling process. FIG. 6. Variations in light transmittance showing the sedimentation behaviour of bentonite suspensions under alkaline conditions. 455 Sedimentation characteristics of commercial bentonites The flow behaviour of any system is described in terms of the relationship between the shear stress t and the shear rate g_ . The shear rate is defined as the change in shear strain per unit time, and the shear stress as the tangential force applied per unit area. The ratio of shear stress t to shear rate g_ is called viscosity Z: Z = t/g_ Hence, Z is a measure of a fluid’s resistance to flow (Heller & Keren, 2002; Luckham & Rossi, 1999). In general, the flow behaviour of clay suspensions depends on clay concentration, particle size, shape and the strength of the interactions among clay particles (Brandenburg & Lagaly, 1988; Chen et al., 1990; Keren, 1988). When there is little or no interaction between the clay particles in an aqueous suspension, the flow of the suspension is Newtonian in behaviour (the shear stress is proportional to the shear rate). Conversely, when the clay particles interact, the flow of the suspension is nonNewtonian (viscosity varies with shear rate) (Heller & Keren, 2002; Luckham & Rossi, 1999). Clay suspensions containing polymers behave as pseudoplastic flows (Luckham & Rossi, 1999), which may be described by the power-law/ Ostwald model (Luckham & Rossi, 1999; Meunier, 2005): t = Kg_ n Other models have been considered in describing the rheological behaviour of clay suspensions, such as the Herschel-Bulkley equation: t = t0 + Kg_ n where K is a measure of the consistency of the fluid and n the flow behaviour index, which is a measure of the decrease of effective viscosity with shear rate (Meunier, 2005). In light of this information, Newtonian behaviour is expected from Montigel-F in solutions with pH values 57 and non-Newtonian behaviour is expected from Montigel-F in solutions with a pH of 2. Consequently, pseudoplastic, nonNewtonian and Newtonian behaviours are expected from Tixoton. By using anionic polymer, Heller & Keren (2002) observed Newtonian, non-Newtonian and pseudoplastic behaviours in clay suspensions. The viscosity measurement of bentonite suspension revealed that the CMC-treated sample generally showed greater viscosity than the untreated sample in all solution-testing conditions. Caenn & Chillingar (1996) and Heller & Keren (2002) indicated that CMC is a viscosity modifier that can increase viscosity of the clay suspension. However, the effectiveness of CMC as a viscosity modifier differs with various solution conditions (Table 4). The viscosity of both untreated and CMC-treated bentonite suspensions increased with increasing solution pH (Table 4). Variation in the viscosity of the clay suspension with solution pH is closely related to the changes in the surface charge and double-layer structure with pH of the solution (Akther et al., 2007; Luckham & Rossi, 1999; Permien & Lagaly, 1994; Brandenburg & Lagaly, 1988). In a suspension under the predominance of the repulsive electrostatic forces particles tend to take up positions as far from each other as possible (Güven, 1992). This leads to a regular arrangement of the particles and contributes to viscosity increase. This effect was observed in high pH conditions, especially in the CMC-treated bentonite suspension (Table 4). Tixoton showed an appreciably larger viscosity increase under neutral and alkaline conditions. This result indicates that the anionic CMC is highly effective in increasing the viscosity of bentonite suspension at pH 57. The viscosity of both untreated and CMC-treated bentonite suspensions strongly decreased with increasing NaCl concentrations (Table 4). This can be explained by the electroviscous effect. Change in a liquid’s viscosity induced by a strong electrostatic field is referred to as the electroviscous effect (Abend & Lagaly, 2000; Güven, 1992). Upon the addition of NaCl, the double layers are compressed and the range of double layer repulsion is reduced. This causes a decrease of viscosity. Luckham & Rossi (1999) also explained that a reduction in viscosity is caused by edge-to-face (EF) type associations in a solution of a very small NaCl concentration owing to the opposite charge attracTABLE 4. Viscosity of the samples (mPa s). Suspension solutions Distilled water 1% salt 3.5% salt 10% salt pH 2 pH 12 Organically-treated Tixoton Untreated Montigel-F 20.50 7.30 4.80 3.60 7.20 22.00 6.00 3.90 3.00 2.80 3.90 7.30 456 S. Akther et al. tion. In this case the viscosity tends to decrease further due to face-to-face (FF) associations as salt concentrations increase. Our experimental result also showed that the viscosity of the CMC-treated sample was not significantly increased compared with the untreated sample (Table 4). Even in 1% NaCl solution, the CMC-treated bentonite did not have appreciably high viscosity. This indicates that the effectiveness of CMC as a viscosity modifier was not significant in NaCl solutions. From our experimental analyses for sedimentation characteristics and viscosity of bentonite suspensions, it can be concluded that the viscosity of clay suspension is closely related to clay dispersivity in solution, and that a polymer is also not very effective in increasing viscosity if the same polymer is not very effective in increasing the clay dispersivity. CONCLUSIONS In this study we investigated the sedimentation characteristics of two commercial bentonites according to the properties of solutions grouped as ‘neutral’, ‘salt’, ‘acid’ and ‘alkaline’. We can conclude the following from our observations and measurements. (1) The XRD analyses of the samples suggested that these bentonites mainly consist of montmorillonite and showed no significant changes in basal spacing with treatment of organic substance (CMC). This fact indicates that anionic CMC was not intercalated into the interlayer space of organically-treated bentonite. (2) A light-scattering method was very effective in analysing the sedimentation characteristics of the clay suspensions by obtaining settling rate, floc diameter and the sedimentation volume. The sediment behaviours varied greatly with the solution properties. (3) In NaCl solutions, all bentonite suspensions were unstable (flocculated). The settling rate increased with increasing concentrations of NaCl. The settling rate is directly related to average floc diameter. The settling rates also increased with increasing floc diameter, although the sedimentation volume decreased with increasing NaCl concentrations. This is due to more double-layer compression caused by increased ionic strength. (4) At comparable salt concentrations, the settling rate for CMC-treated Tixoton was appreciably smaller than for Montigel-F. Tixoton showed gre a t e r s e di m e nt vol um e tha n u nt re a t e d Montigel-F. This is may be due to the anionic CMC of Tixoton being trapped in double layers. The trapped anionic CMC results in greater particle-particle distance in flocculated bentonite with charge repulsion. (5) The dispersion and flocculation behaviours were also strongly controlled by pH. The suspensions of both organically-treated and untreated bentonites were stable (well dispersed) at pH 57 and unstable (flocculated) in acidic conditions. The settling rate for organically-treated bentonite under acid conditions was much smaller than for Montigel-F. (6) The viscosity of the clay suspension was closely related with clay dispersivity in solution. The CMC was very effective in increasing the viscosity of bentonite-based drilling fluids only under neutral and alkaline conditions. In acidic and salt solutions, however, the CMC seemed to be ineffective in obtaining an acceptable viscosity. ACKNOWLEDGMENTS We gratefully acknowledge the support from BK 21 Coastal Environmental Systems School (CESS). We also thank Dr Robert D. 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