Thesis (M.S.)--University of Wisconsin--Madison, 1967. / eContent provider-neutral record in process. Description based on print version record. Includes bibliographical references.

Steel slag is a by-product from steel production and has potential to act as a sorbent for several contaminants. Contaminated water is a global problem and cheap and simple remediation solutions are often sought. The potentials are many to use an industrial residue for water purification purposes e.g. low cost. The absorption efficiency was evaluated for two different steel slags further divided into two grain sizes, <0.9 mm and 0.9-2 mm. Laboratory experiments was conducted for three anionic elements; bromine, chromate and molybdate. Controlled parameters were; time, sorbent amount and sorbate concentration. The sorption was primarily dependent on the grain size and the smaller grain size had a higher sorption of all three tested anionic species. Unfortunately the results are partially affected by the release of the tested elements from the sorbent itself.

Thesis submitted in fulfilment of the requirements for the degree Master of Technology: Civil Engineering in the Faculty of Engineering at the Cape Peninsula University of Technology / Self-compacting concrete (SCC) is a flowable self-consolidating concrete which can fill formwork without any external vibration. A self-compacting concrete mix requires the addition of superplasticiser (SP), which allows it to become more workable without the addition of excessive water to the mixture. The effect of different CEM I 52.5N cements produced by one company at different factories on self-compacting concrete was investigated. The properties of SCC are highly sensitive to changes in material properties, water content and addition of admixtures. For self-compacting concrete to be more accepted in South Africa, the effect that locally sourced materials have on SCC, partially replaced with extenders, needs to be investigated. The European guidelines for SCC (2005) determined the standard, through an extensive study, for the design and testing of self-compacting concrete. Using these guidelines, the properties of self-compacting concrete with the usage of local materials were investigated. The effect on SCC mixes was studied by using four cements; two types of SPs – partially replaced with two types of fly ash; and one type of slag. Mix design and tests were done according to the European Specification and Guidelines for Self-Compacting Concrete (2005). Using locally sourced materials (different cements, sand, coarse aggregate, fly ashes and slag), mixes were optimised with different SPs. Optimisation was achieved when self-compacting criteria, as found in the European guidelines, were adhered to, and the binders in these required mixes were then partially replaced with fly ash and slag at different concentrations. Tests done were the slump flow, V-funnel, L-box, sieve segregation resistance as well as the compressive strength tests. The results obtained were then compared with the properties prescribed by the European guidelines. The cements reacted differently when adding the SPs, and partially replacing fly ash and slag. According to the tests, replacing cement with extenders – in order to get a sufficient SCC – seemed to depend on the chemical and physical properties of each cement type, including the soluble alkali in the mixture, C3A, C3S and the surface area. The range, in which the concentration of these chemical and physical cement compounds should vary – in order to produce an acceptable SCC partially replaced by extenders – was determined and suggested to the cement producer. The main conclusion of this project is that cement properties vary sufficiently from factory to factory so as to influence the performance of an SCC mix. The problem becomes even bigger when such cements are extended with fly ash or slag, and when different SPs are used. When designing a stable SCC mix, these factors should be taken into account.

CoordenaÃÃo de AperfeiÃoamento de Pessoal de NÃvel Superior / Os tratamentos de superfÃcie se apresentam como um dos tipos de revestimentos asfÃlticos mais aplicados em pavimentos flexÃveis nas rodovias brasileiras. Isso se deve a sua utilizaÃÃo na construÃÃo de rodovias de baixo e mÃdio volume de trÃfego, bem como na conservaÃÃo e manutenÃÃo de pavimentos existentes. Dentre os tratamentos de superfÃcie, destacam-se o Tratamento Superficial Simples (TSS) e Duplo (TSD), que juntos representam 63% da malha rodoviÃria pavimentada do estado do CearÃ, e o Microrrevestimento AsfÃltico (MRAF), cuja aplicaÃÃo tem crescido ao longo dos anos. A junÃÃo do TSS e MRAF à conhecida como Cape Seal (CS) e tem como diferencial reunir caracterÃsticas de ambos os tratamentos, entretanto, sem aplicaÃÃo conhecida em rodovias cearenses. A dissertaÃÃo tem como objetivo geral desenvolver um programa experimental que avalie o desempenho do CS em laboratÃrio para um agregado mineral (AM) e um agregado siderÃrgico (AS). Na metodologia desenvolvida no estudo, dividiu-se o programa laboratorial em quatro procedimentos experimentais que conduziram o desenvolvimento da pesquisa desde a caracterizaÃÃo dos materiais utilizados, moldagem e dosagem dos corpos de prova, atà a realizaÃÃo dos ensaios de desempenho e avaliaÃÃo dos pavimentos testados em um simulador de trafego de laboratÃrio. Os resultados da caracterizaÃÃo do AS atenderam com seguranÃa aos parÃmetros recomendados pelas especificaÃÃes tÃcnicas. Os corpos de prova confeccionados com agregado siderÃrgico e submetidos ao simulador de trÃfego apresentaram resultados melhores do que o agregado mineral quanto à avaliaÃÃo ao desgaste, deformaÃÃo e rugosidade, indicando assim a potencialidade do AS em tratamentos do tipo CS e TSD. Observou-se, diante do programa experimental executado, que o cape seal quando comparado ao TSD atravÃs de parÃmetros tÃcnicos e econÃmicos, apresentou uma melhor capacidade de absorÃÃo de cargas, maior qualidade de rolamento e menor desgaste. Entretanto, quanto ao aspecto de custos, a aplicaÃÃo do CS deve ser analisada cuidadosamente diante da viabilidade do projeto. Acredita-se que o cape seal seja aconselhÃvel para rodovias que necessitem de um revestimento de melhor qualidade quando comparado ao TSD

Este trabalho visa estudar o emprego da escória de aciaria a oxigênio (EACN) na construção civil. Para isso, elaborou-se um programa experimental em seis etapas: a primeira compreendeu a caracterização da EACN, do cimento, do clínquer e do gesso; na segunda, a EACN foi cominuída até valores de tamanho de partículas inferiores a 0,075mm; em seguida, caracterizada física, ambiental, química, mineralógica, microestrutural e termicamente, e teve a sua atividade pozolânica determinada; a terceira compreendeu a ativação da escória com hidróxido de sódio; na quarta, foram realizados ensaios de pega expansibilidade, resistência axial à compressão e durabilidade de argamassas de cimento CP V-ARI com substituição parcial do cimento por EACN; na quinta, obteve-se uma primeira escória de aciaria modificada (EACM1) mediante o processo pirometalúrgico da EACN em forma de pó, para alterar a composição química e estrutura para amorfa, tornando-a mais reativa, sendo submetida aos mesmos ensaios da quarta etapa, à exceção dos ensaios de pega e expansibilidade; na sexta e última, obteve-se uma segunda escória modificada (EACM2) pirometalurgicamente: a composição química próxima da escória de altoforno e amorfa. A carga desse processo pirometalúrgico foi calculada pelo software Factsage. Parte dessa escória modificada foi cominuída adicionalmente, de modo que foram obtidas amostras sem moagem adicional (EACM2a) e com moagem adicional (EACM2b). A escória modificada foi submetida aos ensaios da quinta etapa, mais o grau de vitrificação e a reatividade por microscopia de luz transmitida. Os resultados obtidos mostraram que argamassas em que parte do cimento CP V-ARI é substituída por escórias de aciaria (naturais ou modificadas) atendem às especificações de resistência à compressão nos seguintes casos: escória natural e modificada 1: substituição de até 10% do cimento CP V-ARI; escória modificada 2a, substituição de até 20% de cimento; escória modificada 2b, substituição de até 40% do cimento. Observou-se que a escória modificada 2b apresentou resistência à compressão superior ao traço referência nas idades de 28 dias e 91 dias. Apresenta-se ainda a utilização da EACM2b com o clínquer. Outros ensaios e comparações são apresentados para discutir o comportamento observado das escórias em estudo. / This study aims at employing BOF steel slag (EACN) in civil construction. Thus, the study developed an experimental program in six stages: the first one comprised the characterization of BOF steel slag, cement, clinker and gypsum; in the second stage BOF steel slag was reduced to particles sized less than 0.075mm; then, it was physical, environmental, chemical, mineralogical, microstructural and thermally characterized, it also had its pozzolanic activity determined; the third stage comprised the activation of BOF steel slag with sodium hydroxide; during the fourth stage, we carried out setting time, expansibility, axial compressive strength and durability tests for mortars made with cement CP V-ARI and partial substitution with BOF steel slag; in the fifth stage, we obtained the first modified BOF steel slag (EACM1) through pyrometallurgical process of powdered BOF steel slag so as to alter its chemical and structural makeup, making it more reactive to be submitted to the same tests of the fourth stage, except the setting time and expansibility tests; in the sixth and final stage, we obtained the second pyrometallurgically modified BOF steel slag: chemical makeup close to blastfurnace slag. The load of this pyrometallurgical process was calculated using software Factsage. Part of this modified slag was ground additionally, so that samples without additional grinding (EACM2a) and with additional grinding (EACM2b) were obtained. The modified slag underwent the fifth-stage tests, and the degree of vitrification and transmitted light microscopy reactivity. The results obtained show that mortars in which part of CP V-ARI cement was replaced with BOF steel slag (natural or modified) meet the compressive strength specifications in the following cases: Natural and modified slag 1: substitution of up to 10% of CP V-ARI cement; Modified slag 2a, substitution of up to 20% cement; Modified slag 2b, substitution of up to 40% cement. We observed that modified slag 2b showed higher compressive strength than the reference mix at ages 28 and 91 days. We also present the use of EACM2b as clinker. Other tests and comparisons are presented so as to discuss the observed behaviors of the study slags.

Please read the abstract in the 00front part of this document / Dissertation (MSc (Metallurgy))--University of Pretoria, 2007. / Materials Science and Metallurgical Engineering / unrestricted

Please read the abstract in the section 00front of this document / Dissertation (M Eng (Metallurgical Engineering))--University of Pretoria, 2007. / Materials Science and Metallurgical Engineering / unrestricted

Please read the abstract in the section, 00front of this document / Dissertation (MSc (Metallurgy))--University of Pretoria, 2004. / Materials Science and Metallurgical Engineering / MSc / unrestricted

Supplementary cementitious materials (SCMs), are beneficial when used as partial replacement of cement in concrete mixtures for coastal concrete structures, blended with Portland cement (binary or ternary mixes), i.e., high-performance concrete provides improved properties when exposed to marine harsh environment. In order to characterize selected durability properties of different concrete mixtures, a testing program was established. The intent of this study consists of testing 10cm diameter x 20cm long concrete specimens prepared with a range of different mix designs. 1) to evaluate the rate of water absorption due to capillary suction, referred to as sorptivity, 2) to evaluate the concrete surface resistivity, 3) to evaluate and compare the total porosity of specimens with different mixes, and 4) to obtain correlations between resistivity and sorptivity. All of these experimental tests were carried out according to ASTM International Standards (Sorptivity, Porosity) and Florida Method of Test (Resistivity). The tests were performed on concrete samples at various ages. Moreover, The results provided a fast and reasonable approximation of the concrete durability over time. Ordinary portland cement was partially replaced with supplementary cementitious materials including: fly ash (20%), silica fume (8%) and blast furnace slag (50%). These SCMs are highly effective in creating more durable concrete design mixtures. The water-to-cementitious (w/cm) ratios of 0.41 and 0.35 were investigated. The concrete that contains pozzolanic materials has demonstrated progress in extending the time for initiation of corrosion. The test results obtained indicate that the concurrent inclusion of fly ash and silica fume greatly reduced water penetration. The mixes containing slag also showed lower porosity and water absorption result, when compared to specimens containing fly ash only. Ternary concrete mixtures specimens showed much higher surface resistivity values than binary mixture specimens. These results suggest that reducing w/cm ratio, adding SCMs to concrete mixtures improved the concrete durability. The possibilities for the risks of corrosion initiation would be minimized (delayed) by prescriptive and then performance-based concrete blends with SCM materials optimized for service exposure in aggressive environments. / Includes bibliography. / Thesis (M.S.)--Florida Atlantic University, 2020. / FAU Electronic Theses and Dissertations Collection

In the oxidative refining of metallurgical grade silicon the loss of Si to the slag in the form of SiO2 is an economical concern. The purpose of this report is to investigate the possibility of using SiO2 and mechanical stirring to remove Ca and Al as a substitute to the oxidative refining. In the experiments graphite crucibles were used in a vertical resistance furnace and controlled argon atmosphere. The removal rate of Ca and Al are measured by X-ray fluorescence and the slag is examined in a scanning electron microscope. The slag formation kinetics are examined and a calculation of the activities of Ca, Al and their respective oxides in the slag phase is conducted. The driving forces of creating CaO and Al2O3 in this system is calculated to better understand the behavior of the Ca and Al removal. The results show that removal of dissolved Ca and Al by mechanical stirring is possible and in this setup a stirring time of 20 minutes is sufficient since no more refining can be obtained by increasing it.