It is a generally agreed internationally that high level nuclear wastes containing long-lived radioactive wastes should be disposed in deep and stable geological formations that are 500-1000 m below ground level. Deep geological disposal is based on the concept of multiple barriers to prevent deep ground-waters, present in almost all rock formations, from rapidly leaching the wastes and transporting radioactivity away from the repository. The multiple barrier system comprises of ‘engineered barriers’ that are constructed in the repository and ‘natural barriers’ in the surrounding geological environment. The engineered barrier components comprise of the vitrified solid waste, canister (to contain the vitrified waste), and a buffer or backfill material (clay or cement) that fills the annular space between the canister and the walls of the hole drilled in the floor of host-rock. The natural barrier is provided by the rocks and soils between the repository and earth’s surface. The canisters containing the hig level waste (HLW) upon placement in DGR need protection against tectonic activities and chemical attack by dissolved elements and from microbes. Densely compacted bentonite is identified suitable for this purpose owing to its large swell potential, low permeability, sufficient bearing capacity and high cation adsorption capacity. In the deep geological repository (DGR) for disposal of high level nuclear wastes, iodine-129 is one of the significant nuclides, owing to its long half-life (half life = 16 million years) and tendency to easily migrate out of the geological repository into the biosphere caused by its high solubility and poor sorption onto most geologic media. Bentonite buffer by virtue of negatively charged basal surface has negligible affinity for retention of iodide anions. Attempts have been made to improve the iodide retention capacity of bentonite by treating the clay with cationic polymers, this however occurs at the cost of reduced swelling ability of bentonite clay. The compacted bentonite employed in deep geological repositories must possess large swell potential to enable it to close fissures and cracks that form on drying of the expansive clay by the heat arising from the high level nuclear waste and thereby close pathways for migration of radionuclides (from breached canister) to the geo-environment. Therefore, it becomes important to identify an additive that enhances the iodide retention ability of the mix without significantly impairing its swelling ability. Based on the strong affinity of silver for iodide ions, the feasibility of mixing silver-kaolinite (termed AgK) clay with bentonite to improve the latter’s iodide sorption capacity and the impact of mixing AgK clay with bentonite on swelling ability of the mix forms one of the the focus of this thesis. Silver-kaolinite clay was prepared by heating 80% kaolinite + 20% silver nitrate mix at 400°C for 30 min, followed by washing (to remove unreacted silver nitrate) and oven-drying the resultant AgK clay. Physical mixing of AgK and bentonite was considered a viable proposition as small additions (10% to 20% on dry mass basis) besides imparting iodide sorption ability was expected to have minor influence on the swelling ability of the mix. As organo-bentonites are known to retain iodide ions, it was considered relevant to compare the iodide removal behaviour of AgK and organo¬bentonite clay. Hexadecylpyridinium-bentonite (termed as HDPy+B) is the organo¬bentonite examined in this thesis and is prepared by treating bentonite with hexadecylpyridinium chloride mono hydrate salt (C21H38ClN.H2O; molecular weight = 358.01). The hexadecylpyridinium chloride mono hydrate salt is a cationic quaternary ammonium compound and has been used by earlier researchers to prepare organo-bentonite for removal of iodide ions from aqueous solutions. The impact of mixing AgK and HDPy+B clays on the iodide retention and swelling behaviour of bentonite is also considered in the thesis. The mass-balance calculations, XRD analysis, X-ray photon emission survey spectrum and EPMA tests performed on kaolinite-silver nitrate mix/AgK/kaolinite specimen indicated that silver occurs as uniform coatings of AgO/Ag2O on kaolinite surface of the AgK specimen. The AgK clay has strong affinity for iodide ions reflected by the large distribution coefficients (Kd) values of 1367 and 293 mL/g at initial iodide concentrations of 750 mg/L and 1000 mg/L. Further, the sorption process was rapid, unaffected by the presence of co-ions, elevated temperature of sorption and was practically irreversible at range of pH conditions. The iodide retention by AgK is attributed to occurrence of hydrolysis and exchange reactions. On contacting the AgK with water, the AgO species hydrolyze to form AgOH; iodide ions are retained by replacing the hydroxyl group of AgOH leading to formation of AgI phase. The adsorption of HDPy+Cl- ions by bentonite occurs by replacement of the native exchangeable cations by HDPy+ ions and adsorption by van der Waals interactions between the organic cations and the clay surface. The adsorbed cationic polymer neutralize the negative charge of the clay surface. Zeta potential measurements of HDPy+B specimen indicated that adsorption of cationic polymer transforms the negatively charged clay particles into positively charged particles that favour anion adsorption. Sorption of iodide ions by HDPy+B specimen exhibits two distinct segments: 1) the iodide sorption increased rapidly at lower iodide concentration (91 mg/L to 475 mg/L) and are retained by Coulombic adsorption to the cationic groups contained in the loops and tails of the adsorbed polymer (primary adsorption sites) and 2) the relatively slower adsorption at higher iodide concentrations (larger than 475 mg/L) is attributed to exchange with chloride ions attached to HDPy+Cl-ion pair (secondary adsorption sites). The Kd values for iodide adsorption vary from 15 mL/g to 184 mL/g at initial iodide concentrations of 91 mg/L to 996 mg/L respectively. Comparing the iodide removal efficiencies of AgK and HDPy+B specimens revealed that the AgK clay exhibited larger iodide removal; further while the iodide removal by AgK specimen was almost instantaneous (complete in < 5 min), iodide removal by HDPy+B specimen was a slow process (18-24 h is needed to attain equilibrium). Likewise, the iodide retention capacity of the 50%B-50%HDPy+B mix (B = bentonite) is substantially smaller than of the 90%B-10%AgK and 80%B¬20%AgK mixes. Cation exchange capacity (CEC) measurements brought out that mixing AgK with bentonite besides imparting an iodide retention capacity essentially retains the large cation exchange capacity of the expansive clay. On the other hand mixing HDPy+B with bentonite imparts a smaller iodide retention capacity to the mix and leads to a notable reduction in the CEC of the expansive clay. Results of oedometer swell tests brought out that dilution of bentonite with 10% and 20% AgK specimen does not impact its swell potential and leads to some (10%) reduction in swell pressure, while dilution with 50% HDPy+B clay leads to notable (58%) reduction in swell potential and swell pressure (21%) underlining the superiority of AgK specimen as additive to bentonite in deep geological repositories. The swell pressure of the compacted 50%B-50%HDPy+B mix is 21% lower than that of the compacted bentonite specimen. Comparatively, dilution of bentonite with 10% and 20% AgK specimen induces 8-10% lower swell pressure in comparison to the undiluted counterpart. Swell pressure results of compacted 80%B-20%HDPy+B mix is not considered as this mix was unable to retain iodide ions. Superposing the field 129I concentration levels on I removal efficiency indicate that use of 90%B-10%AgK mix would suffice to provide 100% iodide removal efficiency and ensure that the swelling characteristics of bentonite is least affected by dilution.

The use of kaolinite for preparing functionalized materials for specialized applications is still a relatively niche research subject. This is in spite of its low cost, high availability, and the potential for covalently grafting organic functional groups to its inner and outer surfaces. These grafted compounds have been shown to be highly resistant to heat and solvents, making them very useful for certain applications, for example in polymer nanocomposite materials that require high thermal resistance during polymer processing. Solid state NMR has been shown to play an essential role in solving the structure of functionalized kaolinite materials, however the current knowledge base for these functionalized kaolinites is notably lacking for some nuclei such as 1H, 27Al and 17O. Research was undertaken to address these concerns by developing new synthetic strategies for preparing kaolinite based materials for use as nanocomposites and to examine commonly prepared modified kaolinite precursors materials by 1H and 27Al MAS NMR in an attempt to demonstrate their utility for characterizing kaolinite intercalated and grafted complexes. Solid state 1H NMR of a natural kaolinite, kGa-1b, identified two main proton signals attributed to inner and inner surface hydroxyl protons. The different affinity of these two types of hydroxyl groups towards exchange with deuterium was used to differentiate between the two. The 1H NMR spectra of a DMSO intercalated kaolinite, kDMSO, and a methanol grafted kaolinite, kmethoxy, were fitted with high accuracy using models consistent with the known structures of these materials. The 27Al MAS NMR spectra of a natural kaolinite, kGa-1b, a DMSO intercalated kaolinite, kDMSO, and a methanol grafted kaolinite, kmethoxy measured at 21.1T showed little difference between one another, while noticeable differences could be seen at 4.7T. 27Al MQMAS experiments found almost no difference between these materials in the multiple quantum dimension, suggesting the differences that were observed are a result of differences in quadrupolar parameters rather than chemical shifts. The 27Al NMR spectra of kGa-1b, kDMSO and kmethoxy were fitted with good accuracy using models consistent with known structures of these materials. Different Al(III) sites with CQ values varying by up to 0.6MHz were found. The 27Al NMR spectra of two different methanol grafted kaolinites were also compared and it was found that the intensities of the sites with lower values of CQ were dependent on the quantity of grafted aluminum sites. The interlayer space of kaolinite was functionalized with a block copolymer: poly(ethylene)-block-poly(ethylene glycol) using a kaolinite pre-intercalated with DMSO, kDMSO, and with a biodegradable polymer: poly(lactide) using a kaolinite pre-intercalated with urea, kurea, both by using melts of the polymer. The polymers were found to completely displace their precursors from the interlayer space giving a monolayer type arrangement of the polymer. Attempts were made to graft compounds containing polymerizable functional groups: 3-allyloxy-1,2-propanediol and ethylene glycol vinyl ether to kaolinite’s inner surfaces using a kaolinite pre-intercalated and grafted with methanol, kmethoxy, and a kaolinite pre-intercalated with DMSO, kDMSO, respectively. Both compounds were found to displace their precursors from the interlayer space, adopting a monolayer type arrangement. 13C and 29Si NMR results suggest 3-allyloxy-1,2-propanediol’s allyl group remains intact and partially keys into the clay mineral’s siloxane rings. Ethylene glycol vinyl ether was found to undergo intramolecular cyclization to form an acetal product, consuming its vinyl group in the process. This reaction was observed using an unmodified kaolinite, kGa-1b, suggesting that the clay mineral’s surfaces, both inner and outer, act as an acid catalyst.

Geopolymers are a relatively new class of materials that have many broad applications, including use as substitute for ordinary Portland cement (OPC), use in soil stabilisation, fire resistant panels, refractory cements, and inorganic adhesives. Geopolymers are an alternative binder to Portland cement in the manufacture of mortars and concrete, as its three-dimensional alumino silicate network develops excellent strength properties. Use of geopolymers in place of ordinary Portland cement is also favoured owing to the possible energy and carbon dioxide savings. Geopolymer is typically synthesized by alkali activation of pozzolanas at moderate temperatures (< 1000C). The focus of the thesis is synthesis and characterization of geopolymers as construction materials. In this context, the role of compositional factors, such as, pozzolana type (fly ash, kaolinite, metakaolinite, ground granulated blast furnace slag, red soil), alkali (sodium hydroxide is used in this study) activator concentration, Si/Al (Si= silicon, Al = aluminium) ratio of the pozzolana and environmental factors, namely, curing period and temperature are examined. Besides synthesizing geopolymers that could be an alternate to concrete as construction material, sand-sized aggregates were synthesized using geopolymer reactions. This was done as river sand is becoming scarcer commodity for use as construction material. Several compositional and environmental factors were varied in geopolymer synthesis in order to identify the optimum synthesis conditions that yield geopolymers with maximum compressive strength. Besides varying external (compositional and environmental) factors, the role of internal microstructure in influencing the compressive strength of the geopolymer was examined. Micro-structure examinations were made using X-ray diffraction (XRD), scanning electron microscopy (SEM) and mercury intrusion porosimetry (MIP) studies. The studies on compositional and environmental factors in geopolymer synthesis brought out several interesting results. The results firstly brought out that amongst the pozzolanas studied, ASTM class F fly ash is most suited for maximum compressive strength mobilization upon geopolymer reactions. Moderate temperature (75-1000C) was adequate to mobilize large compressive strengths. Room temperature curing needed more than 7 days before the pozzolana-NaOH paste began to develop strength. Curing period of 56 days was needed for the geopolymer to develop significant strength (19.6MPa). A similar range of compressive strength could be developed by the pozzolana-NaOH paste upon curing for 3 days at 1000C. Likewise curing the pozzolana-NaOH paste at temperatures > 1000C led to reduction in compressive strength from shrinkage and breakage of bonds. A caustic soda (NaOH) concentration of 10 M was adequate to develop maximum compressive strength of the geopolymer. Caustic soda concentrations in excess of 10 M did not result in further improvement of strength. The Si/Al ratio also contributes to strength mobilization. The Si/Al ratio of the geopolymer was enhanced by mixing commercially obtained silica gel with the pozzolana. Maximum strength mobilization was observed at Si/Al ratio = 2.45 corresponding to 6.5 % silica gel addition to the pozzolana (on dry mass basis). Comparing compressive strengths of geopolymers with varying silica gel contents, geopolymer specimens with least water content and largest dry density did not exhibit maximum compressive strength indicating that the physico-chemical (bond strength, micro-structure) played a pivotal role than physical parameters (dry density, water content) in dictating the strength of the geopolymer. MIP results showed that bulk of the porosity in fly ash geopolymer specimens is contributed by macro pores and air voids. Geopolymerization leads to bulk consumption of cenospheres in fly ash and forms polymerized matrix with network of large pores. After geopolymerization, all the main characteristic peaks of Al–Si minerals observed in fly ash persisted, suggesting that no new major crystalline phases were formed. Presence of small amount of inorganic contaminants in fly ash can drastically reduce the strength of the fly ash geopolymer. For example, 5-20 % presence of red soil reduces the strength of fly ash geopolymer by 16 to 59 %. Presence of unreacted clay coupled with less porous structure is responsible for the reduction in compressive strength of fly ash geopolymer subjected to red soil addition. MIP studies with geopolymers also revealed that there is good bearing between compressive strengths and maximum intruded volume (from MIP test) of geopolymers. For example, fly ash geopolymer specimen exhibits highest total intruded volume (0.3908 cc/g) and largest compressive strength of 29.5 MPa, while red soil geopolymer specimen exhibit least intruded volume (0.0416 cc/g) and lowest compressive strength (5.4 MPa). Further, analysis showed that specimens with larger airvoids+macropores volume had larger compressive strength, suggesting that geopolymers with more porous microstructure develop larger compressive strength. All geopolymer specimens exhibited tri-modal nature of pores i.e. macro-pore mode (entrance pore radius: 25-5000 nm), mesopore mode (entrance pore radius: 1.25 to 25 nm) and air void mode (entrance pore radius >5000 nm). The micro pores (entrance pore radius < 1.25 nm) do not contribute to porosity of the geopolymer specimens. Sand particles prepared from geopolymer reactions (FAPS or fly ash geopolymer sand) predominated in medium sized (2mm to 0.425 mm) sand particles. Their particle size distribution characteristics (uniformity coefficient and coefficient of curvature) classified them as poorly graded sand (SP). Dissolution, followed by polymerization reactions led to dense packing of the Si–O–Al–O– units that imparted specific gravity of 2.59 to FAPS particles which is comparable to that of river sand (2.61). Dissolution in strongly alkaline medium imparted strongly alkaline pH (12.5) to the FAPS particles. The river sand is characterized by much lower pH (7.9). Despite being characterized by rounded grains, the FAPS particles mobilized relatively high friction angle of (35.5o) than river sand (∅ = 28.9o). The river sand-mortar (RS-M) and fly ash geopolymer sand-mortar (FAPS-M) specimens developed similar 28-day compressive strengths, 11.6 to 12.2 MPa. Despite its higher water content, FAPS-mortar specimens developed similar compressive strength and initial tangent modulus (ITM) as river sand-mortar specimens. The FAPS-M specimen is more porous (larger intruded volume) with presence of larger fraction of coarser pores. Total porosity is majorly contributed by macro-pores (67.92%) in FAPS-M specimen in comparison to RS-M specimen (macro-pores = 33.1%). Mortar specimens prepared from FAPS and river sand exhibit similar pH of 12.36 and 12.4 respectively. FAPS-mortar specimens have lower TDS (1545 mg/L) than river sand-mortar specimens (TDS = 1889 mg/L). The RS-M and FAPS-M specimens exhibit leachable sodium levels of 0.001 g Na/g RS-M and 0.007 g Na/g-FAPS-M respectively in the water leach tests. The larger leachable sodium of FAPS-M specimen is attributed to residual sodium hydroxide persisting in the FAPS even after washing. The ultra-accelerated mortar bar test (UAMBT) shows that the percentage expansion of FAPS-M and RS-M specimens are comparable and range between 0.07 to 0.08 %.

MSCAGR (Soil Science) / Department of Soil Science / The effects of tillage on soil structure and associated soil properties such as soil respiration may differ in different soils. The study determined the effects of tillage, soil texture and mineralogy in selected soil properties on different soil types. Soil samples were collected from four different sites in the Limpopo province, South Africa. The soils were classified as Glenrosa with sandy loam texture, Dundee with loamy sand, Hutton with clay, and Shortlands with clay. Glenrosa and Dundee were dominated by quartz, while Hutton and Shortlands with kaolinite. Soil samples were taken from the surface 0 – 20 cm under conventional tillage and no-till land. Soil organic matter, texture, and mineralogy were determined. The soils were wetted to activate the microorganisms and incubated for 70 days at 30℃ and soil respiration was determined using alkali trap method on a weekly basis. The study was conducted in triplicates and arranged in a completely randomized design. Data was subjected to analysis of variance using general linear model procedure of Minitab version 19. Means were compared using paired t-test at (p ≤ 0.05). The Pearson correlation coefficient (r) was used to measure the strength of linear dependence between variables. There was a significant difference in soil organic matter (p≤0.000) among all studied soils. The mean values of soil organic matter were 2.19% in Hutton, 2.0% in Shortlands, 0.54% in Glenrosa, and 0.43% in Dundee. Quartz had a strong negative linear relationship (r = -0.66) with soil organic matter while kaolinite had a strong positive linear relationship (r = 0.96). Soil respiration increased in soils dominated with quartz and decreased in soils dominated with kaolinite. The soil respiration increased by 18.95 g CO2 m-2 d-1 in conventional tillage and decreased by 13.88 g CO2 m-2 d-1 in no-tillage due to increased exposure of soil organic matter under conventional. It was concluded that less intensive tillage such as no-tillage reduces soil respiration. / NRF

Desde a prospecção do minério bauxita, passando pelo seu beneficiamento até a sua entrada no processo Bayer, tem-se como principais índices de qualidade e de processo os parâmetros químicos: alumina aproveitável (Al2O3Ap) e sílica reativa (SiO2Re), determinados segundo um procedimento que simula a digestão Bayer em escala de laboratório. Uma grande inovação para a indústria da bauxita seria fazer o controle por parâmetros mineralógicos, % gibbsita e % caulinita, via difratometria de raios X, intenção buscada nesse trabalho pela proposta de um método combinado Rietveld-Le Bail-Padrão Interno, cujos resultados são bem promissores para bauxitas gibbsíticas tipo-Paragominas, matriz para qual foi desenvolvido. Tal combinação não só melhorou a qualidade da quantificação de gibbsita e caulinita, como diminuiu o peso de cálculo tornando o procedimento mais prático e rápido. A alta correlação (r2=0,99) entre os resultados mineralógicos pelo método combinado e os resultados químicos pelo método tradicional, os deixam em igual escolha, pois foram iguais estatisticamente. No entanto, ressalta-se que o método tradicional subestima o valor de caulinita pela conversão da SiO2Re, enquanto o método combinado se aproxima mais do valor verdadeiro. Obter um resultado pelo método combinado mostrou ser mais prático e rápido que pelo método tradicional. Enquanto o tempo total estimado pelo combinado é < 3 h, pelo tradicional é de no mínimo 6 h. Como proposta de validação do método combinado, um segundo foi desenvolvido para quantificação de Al-goethita por DSC, o qual mostrou boa precisão. E muito embora o uso da técnica no controle industrial seja pouco provável por questões de praticidade e tempo de análise, usá-la na validação de antigos e novos métodos de quantificação mineralógica de bauxitas pode ser muito útil. A ordem crescente de substituição de Fe por Al pretendida pelas sínteses planejadas (7 variedades) foi confirmada pelos resultados de DRX, FRX, DSC e MEV, e assim um pequeno banco de dados de entalpias padrão de desidroxilação de Al-goethitas foi estabelecido. A produção de padrões complexos, misturas de variedades goethíticas, é tão importante quanto produzir uma só goethita, pois tais misturas são termodinamicamente comuns na natureza e, portanto, comuns em bauxitas. Após uma identificação clara da limitação do método tradicional para estimar caulinita pela conversão de SiO2Re em bauxitas tipo-Paragominas, um estudo de otimização do método Alcan foi realizado com base em um planejamento fatorial completo 23. As variáveis escolhidas foram temperatura, concentração cáustica e tempo para duas situações: bauxita com baixa SiO2Re e bauxita com alta SiO2Re. A temperatura foi a variável mais importante, apresentando um efeito positivo sobre a quantidade de SiO2Re, uma vez que o aumento na temperatura aumentou a taxa de conversão completa de caulinita em sodalita. Modelos empíricos de 1ª ordem foram apropriadamente obtidos para predição da quantidade de SiO2Re como função da temperatura, concentração cáustica e tempo, os quais responderam com as seguintes condições ótimas: (1) sem presença significante de quartzo - temperatura de 180 °C, concentração cáustica de 10 % com tempo de 60 min para baixa SiO2Re e 25 min para alta SiO2Re, e (2) com presença significante de quartzo - temperatura de 150 °C, concentração cáustica de 20 % e tempo de 60 min, para ambas as situações estudadas. / In the bauxite industry - exploration, beneficiation and refinery - two main chemical parameters are used for the quality control: available alumina (AvAl2O3) and reactive silica (RxSiO2). They are determined by a procedure that simulates the Bayer process in laboratory scale. A great innovation for this industry would be to make this control by mineralogical parameters, i.e., the % of gibbsite and % of kaolinite via Powder X-ray Diffraction Analysis. This is one of the main purposes of this work by means of a combined Rietveld-Le Bail-Internal Standard Method, whose results were very promising for the Paragominas-type bauxites. This combination not only improved the quality of gibbsite and kaolinite quantification, as decreased computer processing time, making it a more convenient and fast procedure. The high correlation (r2=0.99) between the mineralogical results from the combined method and chemical results by the traditional method, leave them the same choice, as they were statistically equal. However, it is noteworthy that the traditional method underestimates the kaolinite value obtained from the conversion of RxSiO2, while the combined method is closer to the true value. Obtaining a result by the combined method proved to be more convenient and faster (< 3 hours) than the traditional method (at least 6 hours). As a validation for the proposed combined method, a second method was developed to quantify Al-goethite by DSC, which showed good accuracy. Although the use of DSC technique in industrial control is unlikely for practical reasons and analysis time, its use can be very helpful in the validation of old and new methods for the mineralogical quantification of bauxites. XRD, XRF, DSC and SEM results confirmed the increasing order of Al for Fe replacement intended for the planned synthesis (7 types). Thus, a small database of standard enthalpies of Al-goethites dehydroxylation was built. The production of standards of goethites mixtures is as important as producing a single goethite standard, because these are thermodynamically common in nature and thus bauxites with complex mixtures of goethites are also common. After clearly identifying the limitations of the traditional method to estimate kaolinite from the conversion of RxSiO2 in the Paragominas-type bauxites, an optimization study of the Alcan method was carried out based on a 23 full factorial design. The chosen variables were temperature, caustic concentration and time, for two main situations: bauxite with low RxSiO2 and bauxite with high RxSiO2. The temperature was the most important variable, with a positive effect on the amount of RxSiO2, since the increase in temperature increased the rate of full kaolinite to sodalite conversion. First-order empirical models were properly obtained to predict the amount of RxSiO2 as a function of temperature, caustic concentration and time, which responded to the following optimal conditions: (1) without significant amount of quartz - 180 °C, NaOH 10 % and 60 min for low RxSiO2 and 25 min for high SiO2Re, and (2) with significant amount of quartz - 150 °C, NaOH 20 % and 60 min for both situations.

L'altération chimique des roches primaires et des minéraux dans les systèmes naturels a un impact majeur sur la formation des sols et leur composition. L'altération chimique est largement pilotée par la dissolution des minéraux. Les éléments chimiques libérés dans les eaux souterraines par la dissolution des minéraux réagissent facilement pour former des minéraux secondaires comme les argiles, zéolites et carbonates. Les carbonates se forment par réaction des cations divalents (Ca, Fe et Mg) avec CO2 dissous tandis que la formation des kaolins et de la gibbsite est attribuée à l'altération des minéraux riches en aluminium, le plus souvent les feldspaths. Le projet Carbfix à Hellisheiði (sud-ouest de l'Islande) a pour but d'utiliser les processus d'altération naturelle pour former des minéraux carbonatés par réinjection dans les roches basaltiques environnantes de CO2 provenant d'une centrale géothermique. Ce processus trouve son origine dans la dissolution des roches basaltiques riches en cations divalents (Ca, Fe et Mg) qui se combinent au CO2 injecté pour former des minéraux carbonatés. Cette thèse est centrée sur la dissolution du basalte cristallin de Stapafell qui est composé essentiellement de trois phases minérales (plagioclase, pyroxène et olivine) et qui est riche en cations divalents. La vitesse de libération des éléments du basalte à l'état stationnaire et loin de l'équilibre a été mesurée dans des réacteurs à circulation à des pH de 2 à 12 et des températures de 5 à 75°C. Les vitesses de libération de Si et Ca à l'état stationnaire présentent une variation en fonction du pH en forme de U avec une diminution des vitesses lorsque le pH augmente en conditions acides et une augmentation avec le pH en conditions alcalines. Les vitesses de libération du silicium par le basalte cristallin sont comparables à celles par le verre basaltique de même composition chimique aux faibles pH et aux températures ≥ 25°C mais elles sont plus lentes aux pH alcalins et aux températures ≥ 50°C. Par contre, les vitesses de libération de Mg et Fe diminuent de manière monotone avec l'accroissement du pH à toutes les températures. Ce comportement a pour cause les variations contrastées, en fonction du pH, des vitesses de dissolution des trois minéraux constitutifs du basalte: plagioclase, olivine et pyroxène. Les vitesses de libération des éléments déduites de la somme des vitesses de dissolution du plagioclase, pyroxène et olivine normalisées à la fraction volumique de ces minéraux sont, à un ordre de grandeur près, les mêmes que celles mesurées dans cette étude. En outre, les résultats expérimentaux montrent que, durant l'injection d'eaux chargées en CO2 de pH proche de 3.6, le basalte cristallin libère préférentiellement Mg et Fe en solution par rapport à Ca. L'injection de fluides acides chargés en CO2 dans des roches cristallines basaltiques peut donc favoriser la formation de carbonates de Mg et Fe aux dépends de la calcite aux conditions de pH acides à neutres. Le plagioclase, qui est la phase la plus abondante du basalte, influence fortement la réactivité de ce dernier. La vitesse de dissolution du plagioclase, basée sur la libération de la silice, présente une variation en forme de U en fonction du pH, diminuant lorsque le pH augmente aux conditions acides mais augmentant avec le pH aux conditions alcalines. En accord avec les données de la littérature, la vitesse de dissolution du plagioclase à pH constant, en conditions acides, augmente avec sa teneur en anorthite. L'interprétation et le fit des données obtenues suggèrent que la vitesse de dissolution du plagioclase est contrôlée par la décomposition d'un complexe activé riche en silice, formé par le départ de Al de la structure du minéral. Le plus remarquable, par comparaison aux hypothèses antérieures, est que la vitesse de dissolution du plagioclase en conditions alcalines est indépendante de sa teneur en anorthite - e.g. les vitesses de dissolution des plagioclases riches en anorthite augmentent avec le pH aux conditions alcalines. A ces conditions, il est probable que la vitesse de dissolution rapide du plagioclase domine, en raison de sa forte teneur en Ca, la libération vers la phase fluide des cations divalents du basalte cristallin. La gibbsite est généralement le premier minéral qui précipite lors de la dissolution du plagioclase. C'est un hydroxyde d'aluminium que l'on trouve dans divers sols et qui est aussi la phase principale des minerais de bauxite. Les vitesses de précipitation de la gibbsite ont été mesurées dans des réacteurs fermés, en conditions alcalines à 25 et 80°C, en fonction de l'état de saturation du fluide. Les analyses des solides après réaction ont démontré que la précipitation de gibbsite s'est produite dans toutes les expériences. L'interprétation de l'évolution dans le temps de la chimie du fluide réactif fournit des vitesses de précipitation de la gibbsite qui sont près des vitesses de dissolution du plagioclase. En plus, des vitesses de précipitation de la gibbsite diminuent plus rapidement que des vitesses de dissolution du plagioclase quand le pH descende. Ceci suggère que l'étape limitant de l'altération du plagioclase sur la surface de la terre est plutôt la consommation d'Al par formation de la gibbsite que la dissolution même du plagioclase. La kaolinite est en général le second minéral formé après la gibbsite lors de la dissolution du plagioclase à basse température. Les vitesses de précipitation de la kaolinite ont été mesurées dans des réacteurs à circulation à pH = 4 et t = 25°C, en fonction de l'état de saturation du fluide. Au total, 8 expériences de précipitation de longues durées ont été réalisées dans des fluides légèrement supersaturés par rapport à la kaolinite, en utilisant comme germes pour la précipitation une quantité connue de de kaolinite de Géorgie (KGa-1b) contenant peu de défauts et préalablement nettoyée. Les vitesses de précipitation de kaolinite mesurées sont relativement lentes comparées aux vitesses de dissolution du plagioclase. Cette observation suggère que la formation de kaolinite lors de l'altération est limitée par sa vitesse de précipitation plutôt que par que la disponibilité en Al et Si issus de la dissolution du plagioclase. L'ensemble des résultats de cette étude fournit un certain nombre de principes scientifiques de base nécessaires à la prédiction des vitesses et des conséquences de la dissolution du basalte cristallin et du plagioclase à la surface de la Terre et lors de l'injection du CO2 à proximité de la surface dans le cadre des efforts de stockage du carbone. Les résultats obtenus indiquent, bien que les vitesses de précipitation de la gibbsite soient relativement rapides, que la vitesse de précipitation relativement lente de la kaolinite peut être le processus contrôlant la formation de ce minéral à la surface de la Terre. Cette observation souligne la nécessité de poursuivre la quantification de la précipitation de ce minéral secondaire aux conditions typiques de la surface de la Terre. En outre, comme les proportions des différents métaux divalents libérés par les basaltes cristallins varient sensiblement avec le pH, la carbonatation des basaltes doit produire un changement systématique de l'identité des minéraux carbonatés et des zéolites précipités en fonction de la distance au puits d'injection. Cette dernière conclusion pourra être directement testée dans le cadre du projet CarbFix actuellement conduit à Hellisheiði en Islande.

Desde a prospecção do minério bauxita, passando pelo seu beneficiamento até a sua entrada no processo Bayer, tem-se como principais índices de qualidade e de processo os parâmetros químicos: alumina aproveitável (Al2O3Ap) e sílica reativa (SiO2Re), determinados segundo um procedimento que simula a digestão Bayer em escala de laboratório. Uma grande inovação para a indústria da bauxita seria fazer o controle por parâmetros mineralógicos, % gibbsita e % caulinita, via difratometria de raios X, intenção buscada nesse trabalho pela proposta de um método combinado Rietveld-Le Bail-Padrão Interno, cujos resultados são bem promissores para bauxitas gibbsíticas tipo-Paragominas, matriz para qual foi desenvolvido. Tal combinação não só melhorou a qualidade da quantificação de gibbsita e caulinita, como diminuiu o peso de cálculo tornando o procedimento mais prático e rápido. A alta correlação (r2=0,99) entre os resultados mineralógicos pelo método combinado e os resultados químicos pelo método tradicional, os deixam em igual escolha, pois foram iguais estatisticamente. No entanto, ressalta-se que o método tradicional subestima o valor de caulinita pela conversão da SiO2Re, enquanto o método combinado se aproxima mais do valor verdadeiro. Obter um resultado pelo método combinado mostrou ser mais prático e rápido que pelo método tradicional. Enquanto o tempo total estimado pelo combinado é < 3 h, pelo tradicional é de no mínimo 6 h. Como proposta de validação do método combinado, um segundo foi desenvolvido para quantificação de Al-goethita por DSC, o qual mostrou boa precisão. E muito embora o uso da técnica no controle industrial seja pouco provável por questões de praticidade e tempo de análise, usá-la na validação de antigos e novos métodos de quantificação mineralógica de bauxitas pode ser muito útil. A ordem crescente de substituição de Fe por Al pretendida pelas sínteses planejadas (7 variedades) foi confirmada pelos resultados de DRX, FRX, DSC e MEV, e assim um pequeno banco de dados de entalpias padrão de desidroxilação de Al-goethitas foi estabelecido. A produção de padrões complexos, misturas de variedades goethíticas, é tão importante quanto produzir uma só goethita, pois tais misturas são termodinamicamente comuns na natureza e, portanto, comuns em bauxitas. Após uma identificação clara da limitação do método tradicional para estimar caulinita pela conversão de SiO2Re em bauxitas tipo-Paragominas, um estudo de otimização do método Alcan foi realizado com base em um planejamento fatorial completo 23. As variáveis escolhidas foram temperatura, concentração cáustica e tempo para duas situações: bauxita com baixa SiO2Re e bauxita com alta SiO2Re. A temperatura foi a variável mais importante, apresentando um efeito positivo sobre a quantidade de SiO2Re, uma vez que o aumento na temperatura aumentou a taxa de conversão completa de caulinita em sodalita. Modelos empíricos de 1ª ordem foram apropriadamente obtidos para predição da quantidade de SiO2Re como função da temperatura, concentração cáustica e tempo, os quais responderam com as seguintes condições ótimas: (1) sem presença significante de quartzo - temperatura de 180 °C, concentração cáustica de 10 % com tempo de 60 min para baixa SiO2Re e 25 min para alta SiO2Re, e (2) com presença significante de quartzo - temperatura de 150 °C, concentração cáustica de 20 % e tempo de 60 min, para ambas as situações estudadas. / In the bauxite industry - exploration, beneficiation and refinery - two main chemical parameters are used for the quality control: available alumina (AvAl2O3) and reactive silica (RxSiO2). They are determined by a procedure that simulates the Bayer process in laboratory scale. A great innovation for this industry would be to make this control by mineralogical parameters, i.e., the % of gibbsite and % of kaolinite via Powder X-ray Diffraction Analysis. This is one of the main purposes of this work by means of a combined Rietveld-Le Bail-Internal Standard Method, whose results were very promising for the Paragominas-type bauxites. This combination not only improved the quality of gibbsite and kaolinite quantification, as decreased computer processing time, making it a more convenient and fast procedure. The high correlation (r2=0.99) between the mineralogical results from the combined method and chemical results by the traditional method, leave them the same choice, as they were statistically equal. However, it is noteworthy that the traditional method underestimates the kaolinite value obtained from the conversion of RxSiO2, while the combined method is closer to the true value. Obtaining a result by the combined method proved to be more convenient and faster (< 3 hours) than the traditional method (at least 6 hours). As a validation for the proposed combined method, a second method was developed to quantify Al-goethite by DSC, which showed good accuracy. Although the use of DSC technique in industrial control is unlikely for practical reasons and analysis time, its use can be very helpful in the validation of old and new methods for the mineralogical quantification of bauxites. XRD, XRF, DSC and SEM results confirmed the increasing order of Al for Fe replacement intended for the planned synthesis (7 types). Thus, a small database of standard enthalpies of Al-goethites dehydroxylation was built. The production of standards of goethites mixtures is as important as producing a single goethite standard, because these are thermodynamically common in nature and thus bauxites with complex mixtures of goethites are also common. After clearly identifying the limitations of the traditional method to estimate kaolinite from the conversion of RxSiO2 in the Paragominas-type bauxites, an optimization study of the Alcan method was carried out based on a 23 full factorial design. The chosen variables were temperature, caustic concentration and time, for two main situations: bauxite with low RxSiO2 and bauxite with high RxSiO2. The temperature was the most important variable, with a positive effect on the amount of RxSiO2, since the increase in temperature increased the rate of full kaolinite to sodalite conversion. First-order empirical models were properly obtained to predict the amount of RxSiO2 as a function of temperature, caustic concentration and time, which responded to the following optimal conditions: (1) without significant amount of quartz - 180 °C, NaOH 10 % and 60 min for low RxSiO2 and 25 min for high SiO2Re, and (2) with significant amount of quartz - 150 °C, NaOH 20 % and 60 min for both situations.