Дисертації з теми "Cement- Silica"
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Brew, Daniel Robert Mitchell. "Impact of silica fume on cement performance." Thesis, University of Aberdeen, 2001. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.369734.
Повний текст джерелаForero, Duenas Carlos Antonio. "Characterisation of a silica-gel as a geotechnical cement." Thesis, Imperial College London, 1998. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.301001.
Повний текст джерелаBjörnström, Joakim. "Influence of nano-silica and organic admixtures on cement hydration : a mechanistic investigation /." [Go̊teborg], Sweden : Dept. of Chemistry, Göteborg University, 2005. http://www.loc.gov/catdir/toc/fy0801/2006411318.html.
Повний текст джерелаBjörnström, Joakim. "Influence of nano-silica and norganic admixtures of cement hydration : a mechanistic investigation /." Göteborg : Göteborg University, Department of Chemistry, 2005. http://www.loc.gov/catdir/toc/fy0801/2006411318.html.
Повний текст джерелаTank, Suresh Bhagwanji. "The use of condensed silica fume in Portland cement grouts." Thesis, University College London (University of London), 1987. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.307794.
Повний текст джерелаAlireza, S., K. N. Fatemeh, and S. Hossein. "Improving thermo-mechanical properties of tabular alumina castables via using nano structured colloidal silica." Thesis, Sumy State University, 2011. http://essuir.sumdu.edu.ua/handle/123456789/20571.
Повний текст джерелаEl-Khatib, Jamal M. "Durability related properties of PFA, slag and silica fume concrete." Thesis, University of Aberdeen, 1991. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.315418.
Повний текст джерелаThibodeaux, Kristin. "Alkali-silica reaction in oilwell cement slurries using hollow glass spheres." Thesis, Georgia Institute of Technology, 2003. http://hdl.handle.net/1853/19288.
Повний текст джерелаTouma, Wissam Elias. "Alkali-silica reaction in Portland cement concrete : testing methods and mitigation alternatives /." Digital version accessible at:, 2000. http://wwwlib.umi.com/cr/utexas/main.
Повний текст джерелаSchmidt, Heinrich. "X-ray diffraction study of high temperature reaction products in the barium oxide-silica-alumina-ferric oxide system." Thesis, Pretoria : [s.n.], 2001. http://upetd.up.ac.za/thesis/available/etd-03072007-132505.
Повний текст джерелаDi, Domenica Eleonora. "Recycling of end of life concrete fines (0 - 4 mm) into silica and cement." Master's thesis, Alma Mater Studiorum - Università di Bologna, 2015. http://amslaurea.unibo.it/8622/.
Повний текст джерелаLi, Zihui. "Acid Leaching Resistance and Alkali Silica Reaction (ASR) of Alkali-Activated Cement Free Binders." Thesis, Clarkson University, 2018. http://pqdtopen.proquest.com/#viewpdf?dispub=10640300.
Повний текст джерелаRecently, increased awareness of the significance of developing sustainable materials for construction has renewed the interest in exploring Alkali activated concrete (AAC), a concrete that contains no cement, but only industrial by-products such as fly ash and slag, as a low energy alternative to the conventional concrete. Although the feasibility of making alkali–activated concrete with acceptable strength and mechanical properties is well documented, the information regarding the long-term durability, including resistance to acid attack and alkali silica reaction (ASR), is far from comprehensive and there is a need to increase the understanding of these durability issues. In this dissertation, these durability issues are addressed, and improvements in this novel technology will increase acceptance in industry. This dissertation presents a comprehensive evaluation into the acid leaching resistance of Alkali-Activated Concrete (AAC) and Ordinary Portland Cement (OPC). The deterioration in AAC and OPC when exposed to different types of acid laden (organic and inorganic) environments are quantified by characterizing the strength degradation, mass change and visual appearances. The changes in microstructure development and chemical composition are examined and analyzed in order to determine the mechanism of deterioration. Additionally, the effect of the addition of nanoparticles on the mechanical properties and resistance to sulfuric leaching of Alkali Activated Slag concrete (AAS) are also explored in this study.
Furthermore, this dissertation summarizes the findings of an experimental evaluation of alkali silica reaction (ASR) in cement free alkali activated concrete (AAC). The susceptibility of AAC to deleterious ASR was evaluated in this study in accordance with relevant ASTM standards. This study also compares the resistance of AAC with ordinary portland cement concrete (OPC) while exposed to ASR under ASTM C 1293 and ASTM C1567 tests. In particular, the focus of this investigation is to assess the effectiveness of existing ASTM test methods in identifying the occurrence of ASR in alkali activated slag cement (AAS) concrete. In addition to that, influences of activator parameters including the effect of binder type, activator concentration, activator type and water content to the resistance of ASR in AAC were also evaluated. Finally, a scanning electron microscopic study coupled with EDX analyses was used to explain the mechanism of ASR occurrence in AAC and OPC.
Al-Ghamdi, Hamed A. "Effect of curing and mix design parameters on durability of Portland cement and Portland cement-silica fume mortars in a hot-marine environment." Thesis, University of Aberdeen, 1999. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.301075.
Повний текст джерелаWinslow, Daniel F. "Effects of Iron and Grain Substrate on the Precipitation of Silica Cement in Quartz-Rich Rocks." Bowling Green State University / OhioLINK, 2012. http://rave.ohiolink.edu/etdc/view?acc_num=bgsu1355966847.
Повний текст джерелаLuchini, Timothy John Franklin. "Development of High Strength Dicalcium Phosphate Anhydrous Cement with Nanosilica Sol." University of Toledo / OhioLINK, 2012. http://rave.ohiolink.edu/etdc/view?acc_num=toledo1353010180.
Повний текст джерелаOertel, Tina [Verfasser], and Josef [Akademischer Betreuer] Breu. "The Influence of Amorphous, Sub-Micrometer Silica Particles in Cement Pastes and Mortars with Very Low Water-to-Cement Ratios (Ultra-High Performance Concrete) / Tina Oertel. Betreuer: Josef Breu." Bayreuth : Universität Bayreuth, 2014. http://d-nb.info/1059910241/34.
Повний текст джерелаJoshua, Nilmini Sureka, University of Western Sydney, and Faculty of Science and Technology. "Novel phosphate bonding composites." THESIS_FST_XXX_Joshua_N.xml, 1997. http://handle.uws.edu.au:8081/1959.7/282.
Повний текст джерелаDoctor of Philosophy (PhD)
Barek, Jaroslav. "Vliv koloidního oxidu křemičitého na vybrané vlastnosti cementových past a malt." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240488.
Повний текст джерелаDe, Milito Jose Antonio. "Avaliação do desempenho de aglomerante a base de gesso com cimento portland de alto forno e silica ativa." [s.n.], 2007. http://repositorio.unicamp.br/jspui/handle/REPOSIP/258270.
Повний текст джерелаTese (doutorado) - Universidade Estadual de Campinas, Faculdade de Engenharia Civil, Arquitetura e Urbanismo
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Resumo
Resumo: O gesso é um aglomerante que tem sido muito empregado em revestimento de paredes. Apresenta um bom desempenho, é econômico e de fácil aplicação, mas limitado ao uso interno devido a sua sensibilidade à água. Algumas tentativas têm sido realizadas para melhorar a sua utilização em ambientes sujeitos à umidade. Neste sentido, pesquisas avançam na tentativa de empregar diferentes adições como resinas epóxi, polímeros, cimentos, escórias, impermeabilizantes, entre outros. O objetivo desta tese foi avaliar o desempenho das misturas de gesso com cimento Portland de Alto Forno e sílica ativa nos revestimentos internos e externos sujeitos à umidade. Para isso verificaram-se as propriedades macroscópicas das misturas por meio de ensaios físicos, químicos, físico-químicos e também a avaliação microestrutural utilizando a microscopia eletrônica de varredura. As misturas foram aplicadas em revestimentos de painéis de alvenaria de blocos de concreto e observados visualmente por um período de cinco anos. Além da observação visual foi verificada a resistência de aderência das misturas aplicadas internamente e externamente. Dos resultados obtidos observou-se uma possível coexistência entre o gesso e o cimento e que a adição de sílica ativa na mistura reduz a formação de etringita, principalmente nos revestimentos externos, sujeitos à umidade. A adição de cimento Portland melhora na abrasão e perda de massa, mesmo em idades mais avançadas. Assim, devido ao elevado custo de algumas adições, e as dificuldades de trabalhar com outros tipos de adição na obra, a adição de cimento Portland e sílica ativa ao gesso permitem uma melhoria de resistência, obtendo um revestimento de baixo custo e de fácil manuseio.
Abstract
Abstract: Plaster of Paris is a binding material being used in masonry as a plaster finish coat. Despite being economical, having good performance as and ease with wich it is applied in building, its use is limited to indoors. Some attempts has been made to improve its performance in external environment. In that sense, researches advance in the attempt at using several admixtures like epoxy resins, polymers, cements slags, waterproofing materials among other things. The objective of this thesis is to assess the performance of certain mixtures of rendering material containing plaster of Paris, slag cement and condensed silica fume when applied in the internal and external plaster finish coat. The macroscopic properties of the mixtures were analyzed through physical and chemical tests and also in SEM. Mixtures were applied on coatings of brick and mortar and visually inspected within five years. Bond strengths of the mixtures were measured, both in internal and external walls. Results showed compatibility between plaster of Paris and slag cement and that presence of condensed silica fume in the mixture reduced the formation of etringite, especially in the external coatings. The addition of Portland blastfurnace slag cement reduced the abrasion and the loss of mass, even in older ages. Therefore, due to the high cost of some admixtures, and the difficulty in working with other kinds of admixtures in the construction sites, the mentioned additions to the plaster rendering allow a mechanical strength improvement, thus resulting in low cost and good workability of the plaster finish coat.
Doutorado
Edificações
Doutor em Engenharia Civil
Trindade, Guilherme Hoehr. "Influência da incorporação de cinza da casca do arroz e sílica ativa no cimento Portland frente à reação álcali-sílica : desenvolvimento de uma nova proposta de método para avaliação da RAS em materiais suplementares ao cimento Portland." reponame:Biblioteca Digital de Teses e Dissertações da UFRGS, 2015. http://hdl.handle.net/10183/131343.
Повний текст джерелаSome materials, consisting almost exclusively for silica, are employed, supplementary form to Portland cement, for promoting improvements to concrete, due to their physical and pozzolanic effects and environmental issues. However, this silica may generate unwanted products in presence of alkalis. This phenomenon is known as alkali-silica reaction (ASR). In the presence of water, these products are able to expand inside concrete, generating internal and external cracks and, in severe cases, structural element degradation. In order to prevent this pathologic manifestation, the aim of the present study was to evaluate reactive potential in ASR of fume silica and two types of rice husk ash (RHA), a manufacturing and residual. Levels of 5 to 50 % were used as partial replacement to standard Portland cement. In the present study, accelerated method in mortar bars according to NBR 15577 - 4/5 and two new accelerated methods (pastes cubes and prisms) were used. Accelerated method in paste cubes evaluated compressive strength, while method in paste prims evaluated dimensional change. Results in mortar bars demonstrated, both RHA, were reactive to ASR. However, level of 50 %, both RHA, was innocuous to ASR. Fume silica was innocuous to ASR at all levels evaluated. Superplasticizer additive was not effective to reduce to expansion caused by RHA. In the cubes assay was possible to evaluate the reactive potential to ASR by analysis of variation coefficient. Results demonstrated a positive correlation between expansion in paste prism and standard method in mortar bars. In the paste prism with 25 % of RHA manufacturing were identified compounds of franzinite, chessexite and thaumasite. These compounds presented morphology of needles sometimes tortuous and sometimes thin and straight in all samples. Thermogravimetric analysis showed the high adsorbent power of water in this paste. In conclusion, paste prims assay at 48ºC with Na2Oeq 1.25 % demonstrated to be a practical laboratory method and presented a great potential to evaluate additional material to Portland cement in front of ARS, and this assay facilitates the identifications of products that cause expansion.
Grande, Fernando Mazzeo. "Fabricação de tijolos modulares de solo-cimento por prensagem manual com e sem adição de sílica ativa." Universidade de São Paulo, 2003. http://www.teses.usp.br/teses/disponiveis/18/18141/tde-07072003-160408/.
Повний текст джерелаIn this work, several aspects of modular bricks composed by binary and ternary mixtures of soil-cement and soil-cement-silica, produced by manual press model SAHARA, were analyzed by means of an experimental methodology, with the purpose of obtaining parameters and guidelines to aim a better performance of the material. During the work, tests in cylindrical samples were executed in an accessory way, what resulted in the support for theoretical basement of several evaluations about the compositions of proportions used in brick's production. Wall panels were constructed with the objective of verifying the masonrys behavior in relation to the compressive strength and walls strain, promoting correlation with the tests results in prisms, bricks and mortar. The researchs contributions allow to relate the technology of the production of soil-cement bricks with the context of sustainable construction and the use of industrial residues in the production of construction materials, besides systematizing information for the elaboration of a technological project with the modular bricks
Janča, Martin. "Zlepšení dispergace křemičitého úletu ve vysokohodnotných betonech." Master's thesis, Vysoké učení technické v Brně. Fakulta chemická, 2017. http://www.nusl.cz/ntk/nusl-295699.
Повний текст джерелаKleib, Joelle. "Ecoconception des ciments : synthèse, hydratation et durabilité." Thesis, Ecole nationale supérieure Mines-Télécom Lille Douai, 2018. http://www.theses.fr/2018MTLD0009/document.
Повний текст джерелаSulfoaluminate cements are hydraulic binders that, until today, are not standardized and therefore do not have a fixed composition. The content of ye'elimite - the main compound of this cement - can vary from 5 to 70 %. However, the composition of sulfoaluminate cement (clinker composition as well as the percentage of added gypsum) is a critical parameter that controls its reactivity, mechanical performance, as well as its durability. The main objective of this thesis is to study the influence of sulfoaluminate cements composition on their technical properties, such as mechanical performances and durability. Three main axes were discussed in this work. First, the influence of the sulfoaluminate cement composition (25-75 wt. % of ye'elimite) on its hydraulic and mechanical properties, as well as on the threshold limit of Zn, was studied. For this purpose three sulfoaluminate cements (25, 50 and 75 wt. % of ye'elimite) were synthesized. Then the effect of the variability of this cement on its durability in pure and sulphated water was investigated compared to a commercial sulfoaluminate cement. Finally, a study of the potentialities of commercial sulfoaluminate cement to inhibit the alkali silica reaction in mortars, when using a reactive aggregate (flint), was conducted. This study reveals that an increase in ye'elimite content in the sulfoaluminate cement increases the mechanical performance. The threshold limit of Zn is 0.3 % independently of the sulfoaluminate cement composition. Contrariwise, the sulfoaluminate cement composition influences the durability of these cements. Although the formulation containing 75 % of ye’elimite gives the best mechanical performances, its durability was lowest due to the absence of stratlingite in its cement matrix. Finally, the use of sulfoaluminate cement has good potential towards the inhibition of the alkali silica reaction
Bradová, Lada. "Studium alkalicko křemičité reakce v hybridních systémech." Master's thesis, Vysoké učení technické v Brně. Fakulta chemická, 2020. http://www.nusl.cz/ntk/nusl-414119.
Повний текст джерелаČerná, Eva. "Ověření vlivu složení betonů na životnost cementobetonových krytů." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-371844.
Повний текст джерелаProkopec, Zdeněk. "Mechanické aktivace příměsí do betonů a ověření dopadů na fyzikálně-mechanické vlastnosti čerstvých a zatvrdlých betonů." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2012. http://www.nusl.cz/ntk/nusl-225684.
Повний текст джерелаBílek, Vlastimil. "Možnosti využití odpadních písků z výroby vodního skla ve stavebnictví." Master's thesis, Vysoké učení technické v Brně. Fakulta chemická, 2013. http://www.nusl.cz/ntk/nusl-216992.
Повний текст джерелаMunhoz, Flávio André da Cunha. "Efeito de adições ativas na mitigação das reações álcali-sílica e álcali-silicato." Universidade de São Paulo, 2007. http://www.teses.usp.br/teses/disponiveis/3/3146/tde-10012008-100734/.
Повний текст джерелаThe alkali-aggregate reaction is a pathologic manifestation that can induce the premature distress and loss in serviceability of concrete structures affected. It is directly associated to the selection of materials (cement, coarse and fine aggregates, water and additives), as the interaction between these materials and environmental condition will grant the concrete some of the properties related to its service life. The slow reaction between alkali hydroxides soluble in the liquid phase within concrete pores and reactive aggregates gives rise to a gel that piles up within concrete voids and the aggregate-paste interface. In presence of water, the gel expands and exerts internal pressure in the concrete. When the internal pressure exceeds the tensile strength, cracking may come up as result. The alkali-aggregate reaction requires the action of water, reactive aggregate and alkalis altogether. Prevention can be carried out by eliminating one of these factors, i.e. employing either inert aggregates or lowalkali cements, or keeping the concrete away from moisture. Otherwise, preventive measures must be taken when reactive aggregates are used in civil construction works, such as the use of low-alkali cements or composite cements bearing alkaliaggregate- reaction mitigating admixtures: blast-furnace slag, fly ash, metakaolin and silica fume, which are the object of the present research. The experimental work included the analysis of two potentially reactive aggregates to alkali hydroxides: basalt and granite milonite. The igneous basalt carries deleterious constituents such as glass, chloropheite (cryptocrystalline silica), that will give rise to the DONDOL_VLOLFD type reaction while the metamorphic granite milonite carries micro granular, recrystallized, undulate-extinction-bearing quartz and deformed feldspar grains, that give rise to DONDOL_VLOLFDWH type reaction. Aiming at evaluating how efficient in mitigating these reactions the active admixtures are, these aggregates were mixed with 16 composite cements. The contents of admixtures followed those usually found in Brazilian industrial cements for blast-furnace slag (15%, 30%, 45%, 60%) and fly ash (10%, 15%, 25%, 35%), and those generally added directly to concrete for metakaolin (5%, 10%, 15%, 20%) and silica fume (5%, 10%, 15%). All materials were characterized for their chemical composition, physical properties and mineralogy. Petrography was carried out on the aggregates. The mortar bars were analyzed at the scanning electronic and transmitted-light optical microscopes. Mercury-intrusion porosimetry and thermal analyses were carried out to quantify residual portlandite. The alkali content within the bars was determined in order to verify migration of Na+ ions. The results show that the efficiency of active admixtures varies according to their chemical and mineralogical composition and proportioning in cement, and to the aggregate reactivity.
Moustachi, Om Elkhaïat. "Influence de la microstructure des mortiers de ciment portland armes de fibres sur leur comportement mecanique en flexion." Toulouse, INSA, 1986. http://www.theses.fr/1986ISAT0002.
Повний текст джерелаTixier, Raphaël. "Etude mineralogique et mecanique de la phase liante de graves routieres." Toulouse 3, 1987. http://www.theses.fr/1987TOU30133.
Повний текст джерелаLázari, Larissa Mendes de [UNESP]. "Cimentos bioativos injetáveis funcionalizados com peptídeo osteogênico para reparação óssea." Universidade Estadual Paulista (UNESP), 2016. http://hdl.handle.net/11449/137991.
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Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)
Fundação de Amparo à Pesquisa do Estado de São Paulo (FAPESP)
O desenvolvimento de biomateriais que promovam a reparação de tecidos lesionados tem sido objeto de intensa investigação. Em relação à reparação do tecido ósseo, as cerâmicas são materiais muito pesquisados em função de sua ampla possibilidade de uso, inclusive na confecção de pastas cimentícias moldáveis. A sílica mesoporosa apresenta elevada área de superfície específica (~1000 m2.g-1) e tamanho de poros usualmente em torno de 2-30 nm, atraindo atenção para aplicações como importantes carreadores de fármacos e proteínas. O peptídeo de crescimento osteogênico (OGP) é um tetradecapeptídeo endógeno, cuja forma ativa atua como agente anabólico e estimulador hematopoiético, promovendo a diferenciação osteoblástica. Desta forma, o objetivo deste trabalho foi desenvolver um cimento ósseo injetável, reabsorvível e bioativo, com sílica mesoporosa e peptídeo de crescimento osteogênico. O peptídeo foi sintetizado pelo método em fase sólida, purificado por Cromatografia Líquida (HPLC) e caracterizado por Espectrometria de Massas. O material mesoporoso foi sintetizado pela metodologia sol-gel e sua porosidade confirmada por Adsorção-dessorção de N2, Espalhamento de Raios X à Baixo Ângulo e Microscopia Eletrônica de Transmissão. Os cimentos foram preparados a partir de sulfato de cálcio (CaS), fosfato de cálcio (CaP) e aluminato de cálcio (CaAl), sem e com sílica mesoporosa, e analisados quanto suas características físico-químicas. Os experimentos in vitro foram realizados para avaliar o potencial citotóxico e genotóxico dos cimentos em cultura de células de ovário (CHO-K1) e análise da viabilidade celular e formação da matriz mineralizada em células pré-osteosblásticas (MC3T3-E1). O estudo in vivo foi realizado em defeitos ósseos críticos em calvária de ratos e analisado quanto à formação de tecido ósseo, por histomorfometria, e densidade do tecido neoformado, por imagens de raios X. As análises dos cimentos demostraram que a presença de partículas de sílica mesoporosa promoveu diferentes comportamentos físico-químicos quando comparados aos cimentos sem sílica, como maior razão líquido/pó e, consequentemente, maior porosidade e menor resistência mecânica à compressão. Os cimentos CaP e CaAl, sem e com sílica, mostraram bioatividade in vitro quando imersos em solução que simula o fluido corpóreo (Simulated Body Fluid - SBF). No estudo de liberação do peptídeo OGP, incorporado nas partículas de sílica mesoporosa pré-misturada aos cimentos, o cimento CaS apresentou maior velocidade de liberação em relação aos cimentos estudados, com 80% do conteúdo peptídico liberado em 24 horas. Em relação à viabilidade celular, os cimentos CaS, com e sem sílica, não foram citotóxicos, mas os cimentos CaP e CaAl, apresentaram citotoxicidade; todavia esse comportamento não comprometeu a proliferação celular e nos ensaios de avaliação da mutagenicidade, os cimentos não promoveram dano celular significante. Os testes envolvendo células MC3T3-E1 mostraram que a viabilidade celular e a capacidade de formação da matriz mineralizada foram independentes da presença do peptídeo OGP, sendo mais sensível à presença de sílica e ao tempo de tratamento com os meios condicionados. Os resultados do teste in vivo, com os cimentos CaP, com e sem sílica mesoporosa e peptídeo OGP, demostraram que esses se degradaram e promoveram maior formação óssea durante os primeiros 15 dias pós-cirúrgico, com aproximadamente 30% do defeito preenchido por tecido neoformado, assim como maior densidade nas margens dos defeitos quando comparados com o controle. No entanto, a presença do peptídeo OGP foi significante somente nos primeiros 30 dias pós-cirúrgico de análise e não houve diferença estatística com o cimento com sílica e sem peptídeo. Além do mais, não houve diferença entre os grupos experimentais e o controle nos períodos mais tardios de análise. De acordo com os resultados obtidos, conclui-se que, dentre os cimentos estudados, aqueles com partículas de sílica mesoporosa e peptídeo OGP são os mais promissores para o reparo do tecido ósseo, principalmente nos períodos iniciais de cicatrização, devido ao seu potencial osteogênico.
The development of biomaterials that promote repair of injured tissues has been the subject of intense research. Regarding the bone tissue repair, ceramics are one of the most researched biomaterials groups due to its wide possibility of use, including cement pastes with good moldability. The mesoporous silica has high specific surface area (~1000 m2.g-1) and pore size usually around 2-30 nm attracting attention for its applications as drugs and proteins carriers. The osteogenic growth peptide (OGP) is an endogenous tetradecapeptide, whose active form acts as an anabolic agent and hematopoietic stimulator, promoting osteoblast differentiation. Thus, the aim of this study was to develop an injectable bone cement, resorbable and bioactive, mesoporous silica and osteogenic growth peptide. The peptide was synthesized by the solid phase method, purified by High Performande Liquid Chromatography (HPLC) and characterized by Mass Spectrometry. The mesoporous materials were synthesized by sol-gel method and its porosity confirmed by Adsorption-desorption of N2, Small-angle X-ray Scattering and Transmission Electronic Microscopy. Cements were prepared from calcium sulfate (CaS), calcium phosphate (CaP) and calcium aluminate (CaAl), without and with mesoporous silica, and analyzed for its physicochemical characteristics. In vitro experiments were carried out to evaluate the cements cytotoxic and genotoxic potential in CHO-K1 hamster ovary cell line and analysis of the mineralized matrix formation in MC3T3-E1 osteosblastics cell line. The in vivo study was performed in critical defects in rat calvaria, and it has analized as formation of bone tissue by histomorphometry and density of newly formed tissue by X-ray images. The cements analysis have shown that the presence of mesoporous silica particles promoted different physico-chemical behavior when compared to those without silica, such as higher ratio Liquid/Powder, higher porosity and, hence, decreases the mechanical resistance. CaP and CaAl cements showed bioactivity in vitro when immersed in Simulated Body Fluid solution. Concerning OGP liberation, the CaS cement showed the fastest release in the OGP-mesoporous silica-loaded cement release studies, releasing 80% peptide loaded in 24 hours. Regarding cell viability, CaS cements with and without silica, were not cytotoxic, but the CaP and CaAl cement showed cytotoxicity; however this behavior did not affect cell proliferation. And in mutagenicity tests, the cements did not promote significant cell damage. The tests involving MC3T3-E1 cells showed that cell viability and mineralized matrix formation capacity is independent of the OGP peptide presence and it is more sensitive to the presence of silica and the treatment time with the conditioned culture media. The test in vivo, with CaP cements, with and without mesoporous silica and OGP, demonstrated that these cements have degraded and promoted increased bone formation during the first 15 postoperative days, with approximately 30% of the defect filled by newly formed tissue as well as higher density on the defects borders when compared to the control. However, the presence of OGP peptide was significant only during the first 30 days postoperative, but there was no statistical difference with silica cement and without this peptide. Furthermore, there was no difference between experimental groups and the control in the later study periods. According to the results, it is concluded that, among the cements studied, those with mesoporous silica particles and OGP peptide are the most promising for bone tissue repair, especially in the initial stages of healing due to its osteogenic potential.
FAPESP: 2012/21735-6
CAPES: 0224-13-8
Bardella, Paulo Sergio. "Avaliação das propriedades fisicas e mecanicas de concretos produzidos com os cimentos Portland de alta resistencia inicial e de alto-forno aditivados com silica ativa curados termicamente." [s.n.], 2005. http://repositorio.unicamp.br/jspui/handle/REPOSIP/257816.
Повний текст джерелаDissertação (mestrado) - Universidade Estadual de Campinas, Faculdade de Engenharia Civil, Arquitetura e Urbanismo
Made available in DSpace on 2018-08-05T12:07:39Z (GMT). No. of bitstreams: 1 Bardella_PauloSergio_M.pdf: 1317917 bytes, checksum: 2bd53842fd42fd70b176488c91fedd8f (MD5) Previous issue date: 2005
Resumo: A durabilidade das estruturas de concreto depende da estrutura porosa e da impermeabilidade do concreto, uma vez que a entrada de água e de agentes deletérios iniciam os processos patológicos que diminuem a vida útil de uma estrutura de concreto. Dessa forma, o objetivo deste trabalho foi avaliar a resistência mecânica, permeabilidade, absorção e carbonatação natural de concretos submetidos a diferentes condições de cura. Os procedimentos de cura adotados são normalmente utilizadds em canteiros de obra e na produção de estruturas pré-moldadas de concreto: cura imersa até a idade de 7 dias, cura ambiente e cura térmica. A cura térmica foi realizada na temperatura de 60°C. Foram empregados concretos produzidos com cimento Portland de Alta Resistência Inicial (CP V ARI) e cimento Portland de Alto Forno (CP III) sem e com sílica ativa (em substituição ao cimento na proporção de 10% em massa) para cada um dos diferentes tipos de cura utilizados. Os resultados evidenciaram que o tipo de cura afeta o desempenho do concreto. A mudança do tipo de cura aplicada proporcionou variações nas propriedades mecânicas e na durabilidade dos concretos, principalmente no que diz respeito à sua estrutura porosa. Assim, um regime de cura adequado é essencial para garantir a resistência mecânica e a durabilidade dos concretos. A utilização de sílica ativa em substituição ao cimento melhorou o desempenho dos concretos, tanto para a resistência mecânica quanto para a durabilidade, independente do tipo de cura empregado
Abstract: The durability of concrete structures depends on porous structure and its impermeability. The entrance of water and deleterious agents begin the damage processes and reduce the life of the concretestructure. ln that way, the aim of this work was to evaluate the mechanical resistance, permeability, absorption and natural carbonation of concretes submitted to different curing procedures. The curing procedures adopted were usually used in civil construction and in the production of precast structures: moist curing until the age 6f 7 days, curing in air, and steam curing. The maximum temperature of steam curing was 60°C. All concretes were produced with High Early Strength Portland cement (CP V ARl) and Blastfurnace Portland cement (CP TIl) without and with silica fume (10% of replacement, by mass, of Portland cement) for each one of the different curing procedure used. The results showed that the curing procedure affects the concrete performance, providing variations in their mechanical properties and in their durability, mainly in porous structure. Therefore, the curing process used is essential to guarantee the mechanical resistance and the durability of the concretes. The use of silica fume improved the performance of the concretes, as for the mechanical resistance as for its durability, independent of the curing procedure used.
Mestrado
Edificações
Mestre em Engenharia Civil
Rasool, Sava Tnar, and Omar Sharif. "Expansion of Sickla treatment plant : A study about the replacement of standard concrete to green concrete." Thesis, KTH, Betongbyggnad, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-278542.
Повний текст джерелаStockholm Vatten har beslutat att lägga ned Bromma reningsverk och leda avloppsvattnetfrån Bromma tillsammans med avloppsvattnet från det forna Eolshällsverkettill Henriksdals reningsverk. Henriksdals reningsverk ska byggas ut för högre reningskravoch belastningar beräknade till år 2040. Detta medför omfattande om- och tillbyggnationeri det befintliga reningsverket i och på Henriksdalsberget samt en storutbyggnad av Sicklaanläggningen.Syftet med detta arbete är att undersöka ett miljövänligare alternativ till standardbetongensom ska användas vid utbyggnaden av Sicklaanläggningen. Då den främsta”miljöboven” i betongen är cementet har målet med denna studie varit att ersätta cementetmed miljövänliga tillsatsmaterial i största möjliga mängd, i syfte att minskacementets negativa inverkan på miljön.I föreliggande arbete har en genomgång utförts på erhållna data med exponeringsklasser,därefter påbörjades en litteraturstudie i syfte att inhämta kunskaper inomområdet. Med hjälp av experter har två fiktiva recept för respektive exponeringsklassräknats fram för standardbetongen och den gröna betongen. Med denna metod genomfördesen noggrann jämförelse mellan de olika recepten avseende cementets inverkanpå den globala uppvärmningen. Därefter undersöktes existerande EPD:er, vilka infogadesin i programvaran One Click LCA (2015). En LCA i den nämnda programvaranutfördes, vilket möjliggjorde att data kunde sammanställas och en jämförelse av klimatpåverkanmellan de fyra olika fiktiva recepten kunde genomföras.Sammanställd och jämförd data från LCA och analys av EPD:er visar att 70% av konstruktionenmed exponeringsklass XD2 får en reducering på 47% på den globala uppvärmningenvid användning av grön betong istället för standardbetong. Vidare visarresultatet att resterande 30% av konstruktionen med exponeringsklass XF3/XC4 fåren reduktion på 20% vid användning av grön betong istället för standardbetong. Dentotala reduktionen på den globala uppvärmningen vid användning av grön betongistället för standardbetong för utbyggnaden av Sickla reningsverk beräknades till 40%.
Ceferino, Gloria Esther Urrea. "Carbonatação acelerada: um estudo dos parâmetros, efeito da adição mineral, tipo de polpa celulósica e durabilidade em fibrocimento." Universidade de São Paulo, 2017. http://www.teses.usp.br/teses/disponiveis/74/74133/tde-14062017-092252/.
Повний текст джерелаCarbonation accelerated curing process on cementitious matrices reinforced with vegetal fiber is an advance on the way for innovative composite materials suitable for application in developing regions. However, further studies on the carbonation mechanism in natural fiber reinforced cement composite, knowledge about the choice of cellulose fiber, carbonation chamber parameters, the age at which to begin the carbonation curing, the influence of mineral addition and the amount of the main hydrated clinker phases before and after of accelerated aging cycles, and durability test are still needed. The aim of this work was to evaluate the definition of optional parameters for accelerated carbonation curing process, the main hydrated phases of the cement matrix and the durability of fiber-cement reinforced with cellulose pulp. The raw materials used for the cementitious composite mix designs used in this investigation include: Portland cement, filler (limestone or silica) and natural fiber reinforcement (eucalyptus or pines). The cementitious composites were produced by a slurry vacuum dewatering process followed by pressing in laboratory small scale. The curing conditions were conducted on various sets of samples which were studied the effect of accelerated carbonation concentration (0%, 20% and close of 100% of CO2); the effect of cellulosic pulp (unbleached or bleached); the filler effect (limestone and silica); and, the effect of accelerated ageing test (200 soak & dry cycles). A variety of analytical test methods were used to assess the hydration kinetics, the mechanical and the physical properties, and chemical implications in the composites; between them: (X-ray diffraction (XRD), thermogravimetric analysis (TG and DTG), Infrared spectrometer (FTIR), scanning electron microscopy (SEM) and B.E.T. surface area analyzer. On the samples subject to close 100% of CO2 the results indicate that the bleached pulp reinforcement composites show in flexural test average statistically significant higher values of modulus rupture and specific energy around 24 % relating with unbleached pulp. On the samples subject to 20% CO2 the silica composite resulted in flexural test average statistically significant higher values of Limit of proportionality around 46% comparing with the limestone composite; the composite with silica addition presents less amount of calcium hydroxide (CH) in comparison with the composite with limestone addition, based on the CH residue detected in the XRD analysis: 3% and 11.5% respectively. After accelerated aging, the silica composites subject to two different curing regimes (carbonated and uncarbonated) presents no statistical reduction of mechanical performance, also there is an absence of ettringite (AFt) at XRD pattern; nevertheless, the carbonated composites present a significantly higher average MOR values. Thus, it is concluded in this study that for cementitious composites cured with accelerated carbonation the use of bleached pulp with silica as mineral addition is indicated.
Inada, Rafaela Nanami Handa. "Análise da alteração de cor promovida por materiais reparadores e cimentos endodônticos à base de silicato de cálcio com diferentes radiopacificadores /." Araraquara, 2018. http://hdl.handle.net/11449/153833.
Повний текст джерелаResumo: Materiais reparadores e cimentos endodônticos não devem promover alteração da coloração dental. Este estudo foi dividido em 3 publicações. Publicação 1 - avaliação da alteração cromática dentária promovida por cimentos de silicato tricálcico (TSC) associado com óxido de bismuto (TC-Bi), óxido de zircônio (TC-Zr), óxido de nióbio (TC-Nb) e Biodentine (BD). Publicação 2 - comparação dos efeitos cromáticos induzidos por cimentos TSC-Bi e silicato tricálcio com tungstato de cálcio (TSC-TC), MTA Angelus (MTA) e MTA HP Repair (MTAHP). Publicação 3 - avaliação das alterações cromáticas por cimentos endodônticos, AH Plus (AHP), MTA Fillapex (MTAF), Total Fill BC Sealer (TF) e NeoMTA Plus (NMTAP). Dentes bovinos (n=10) foram seccionados para obtenção de secções vestibulares e palatinos. Na face interna vestibular foram realizadas duas cavidades, uma na porção coronária e outra radicular, que foram preenchidas pelos materiais em estudo e com pasta triantibiótica como controle positivo (CP) e cavidades sem material como controle negativo (CN). A mensuração da alteração cromática (∆E) e luminosidade (L*) foram realizadas com espectrofotômetro, antes da inserção dos materiais (T0), imediatamente após a inserção (T1) e após 7 (T7), 15 (T15), 30 (T30), 60 (T60), 120 (T120) e 180 (T180) dias. Os dados foram avaliados por meio de teste de Análise de Variância de medidas repetidas a dois critérios e Post Hoc teste LSD-Fisher, ambos com nível de significância de 5%. Publicação 1 - na porção cor... (Resumo completo, clicar acesso eletrônico abaixo)
Abstract: Repair materials and endodontic sealers should not promote tooth staining. This study was divided into 3 publications. Publication 1 - evaluation of dental discoloration of tricalcium silicate (TSC) cements associated with bismuth oxide (TC-Bi), zirconium oxide (TC-Zr), niobium oxide (TC-Nb) and Biodentine (BD). Publication 2 - comparison of the color effects induced by TSC-Bi cements and tricalcium silicate with calcium tungstate (TSC-TC), MTA Angelus (MTA) and MTA HP Repair (MTAHP). Publication 3 - evaluation of color changes by endodontic cements, AH Plus (AHP), MTA Fillapex (MTAF), Total Fill BC Sealer (TF) and NeoMTA Plus (NMTAP). Bovine teeth were sectioned to obtain vestibular and palatine sections. In the internal vestibular face, two cavities were performed, one in the coronary portion and the other one in the root, which were filled with the materials, and triantibiotic paste as the positive control (CP) and cavities with no filling as the negative control (CN). The measurement of the color change (ΔE) was performed with a spectrophotometer, before insertion of the materials (T0), immediately after insertion (T1) and after 7 (T7), 15 (T15), 30 (T30), 60 (T60), 120 (T120) and 180 (T180) days. The data were evaluated by Variance Analysis of repeated measurements at two criteria and Post Hoc LSD-Fisher test, both with a significance level of 5%. Publication 1 - in the coronary portion TSC and CP presented higher ΔE in T180 compared to T1 (p <0,05). Only TSC-Zr and TSC-... (Complete abstract click electronic access below)
Mestre
Peterson, Vanessa Kate. "Diffraction investigations of cement clinker and tricalcium silicate using Rietveld analysis /." Electronic version, 2003. http://adt.lib.uts.edu.au/public/adt-NTSM20040830.173127/index.html.
Повний текст джерела"Submited for the degree of Doctor of Philosophy, University of Technology, Sydney, Dept. of Chemistry, Materials and Forensic Sciences, August 2003" Bibliographic references: leaves 224-232.
Canham, Ian. "The control of alkali silica reaction using blended cements." Thesis, Aston University, 1987. http://publications.aston.ac.uk/9726/.
Повний текст джерелаMorejón, Alonso Loreley. "Avaliação de cimentos ósseos de fosfato de cálcio com adições de aluminato e silicato de cálcio." reponame:Biblioteca Digital de Teses e Dissertações da UFRGS, 2011. http://hdl.handle.net/10183/32003.
Повний текст джерелаThe increased longevity of the world population and the growth of traumatic accidents in last decades, led to an increase in demand of materials and technologies for replacement of any portion or function of the human body to ensure the quality of human life. In this context, the development of new biomaterials for orthopedics and dentistry based on calcium phosphates is relevant, since they have similar chemical composition to the mineral phase of bones and teeth. The calcium phosphate cements (CPC) have composition of crystalline phases and biological response similar to calcium phosphate bioceramics used as implant material par excellence due to its high biocompatibility and excellent bioactivity; but with the difference that these can be easily shaped and adapted to the site, injected through minimally invasive means, or mixed with various drugs for a specific therapeutic action at the site of implantation. In general, both bioceramics such as CPC have low mechanical strength; whereby, the main objective of this study was to obtain new formulations of CPC with improved mechanical properties by adding components of traditional Portland cement or calcium aluminate cement. Other properties that are intended to improve with the addition of silicon compounds, are the bioactivity and osteogenic potential of the resulting materials, as it cements based on calcium silicate are highly osteogenic. For this, we chose a system based a-Ca3(PO4)2 and different formulations were designed by introducing Ca3SiO5 (C3S) or CaAl2O4 (CA), majority phases of Portland cement and calcium aluminate cements that have an excellent mechanical strength, and are biocompatible and bioactive. From the study it was found that the adittion of a 5% C3S to the a-Ca3(PO4)2 based cement, produces an increase in the mechanical properties in the long term (14d) and enhances bioactivity and cytotoxicity; however, enlarge the setting times and the degree of degradation ofaand hydrolysis of materials. The introduction of SiO2 as a modification of this formulation, resulted in a pH decreased, but in the increased of the setting times causing a noticeable loss of strength during the early stages of the reaction. Moreover, the introduction of CA reduced the compressive strength of cements, regardless of content added, and there was no improvement of this property with increasing time. However, the presence of CA allowed the production of materials less cytotoxic, and thereby to more biocompatible, as well as the increase in bioactivity relative to traditional CPC.
Morel, Bayram Murat. "Investigation Of The Effects Of Temperature On Physical And Mechanical Properties Of Monolithic Refractory Made With Pozzolanic Materials." Master's thesis, METU, 2005. http://etd.lib.metu.edu.tr/upload/2/12606700/index.pdf.
Повний текст джерелаC and then heated to 1100°
C. Weight, size and ultrasound velocity change, compressive strength and flexural strength tests were done to determine physical and mechanical properties of the monolithic refractories, before and after heating. Heated and non-heated specimens were pulverized for microstructural investigation with X-Ray diffraction (XRD) method. Using high alumina cement with 50 &ndash
60 % granulated blast furnace slag or granulated firebrick, by the weight of cement, and crushed firebrick as aggregate, a satisfactory monolithic refractory material was made. It was observed that, mechanical properties were decreased at the Portland cement used mortars after several times of heating and cooling cycles. Also, it was determined that the microstructure of the high alumina cement containing mortars did not deteriorate much at 1100°
C, as long as there was no change observed from the results.
Gong, Tianxing. "Calcium phosphate silicate cement for risedronate drug delivery." Thesis, University of British Columbia, 2014. http://hdl.handle.net/2429/51550.
Повний текст джерелаApplied Science, Faculty of
Materials Engineering, Department of
Graduate
Mendes, Aline Teixeira. "Propriedades físico-químicas de uma nova formulação de cimento biocerâmico." reponame:Biblioteca Digital de Teses e Dissertações da UFRGS, 2017. http://hdl.handle.net/10183/179694.
Повний текст джерелаThe success of long-term endodontic treatments depend on mechanical and chemical preparation, as well as on the root canal fillings, the purpose of which being providing filling in a three-dimensional fashion using inert material. The ideal endodontic cement must be biocompatible, have an appropriate setting time, dimensional stability, dentin bond strength, low solubility, be easy to manipulate and radiopaque. In order to set up a standard for research involving dental materials, some specifications are set forth by ISO and ANSI/ADA, in which the tests to be carried out for each material to be assessed are provided for. The goal of this study is to assess the physical and chemical properties of a new calcium silicate-based cement, to be compared with an epoxy resin-based cement. In order to assess calcium release and pH levels, polyethylene tubes with internal diameter of 1 mm and 10 mm in length have been filled with the cements and immersed in 10 ml of deionized water. After trial periods of 1, 24, 72 and 168 hours, the samples were assessed with regard to their calcium release and pH levels, using a colorimetric spectrophotometer and a pH mete, respectively. In order to assess radiopacity, solubility and setting time, rings with 10 mm in diameter and 1 mm in thickness were manufactured using the cements; the radiopacity levels were calculated in accordance with their radiographic density (mm Al). In order to assess solubility, the items were immersed in 50 ml of distilled water for seven days, with the initial mass (before immersion) and final mass (after immersion and dehumidification) being measured. The setting time assessment was carried out using Gilmore needles weighing 100 g and 456.3 g. Yield test was carried out based on ISO 6876:2001. The data obtained were analyzed through analysis of variance and Tukey test (P<0.05). The results found in this study with regard to pH e Ca- levels were significantly higher for the Biosealer cement, when compared with AH Plus (P<0.05). In the yield, radiopacity and setting time tests, the results for the bioceramic cement were lower when compared with AH Plus (P<0.05). The results for the Biosealer indicated higher solubility levels, when compared with AH Plus (P<0.05). It is conceivable to conclude that the Biosealer has shown good physical-chemical properties, such as pH, calcium release, yield, radiopacity and setting time. This new endodontic cement formulation has shown a higher solubility when compared with the level set forth in ISO 6876:2012.
Jardine, Alexander Pompermayer. "Atividade antimicrobiana de cimentos que contêm silicato de cálcio em dentina infectada por biofilme muiti-espécies : um estudo em microcospia confocal à laser." reponame:Biblioteca Digital de Teses e Dissertações da UFRGS, 2016. http://hdl.handle.net/10183/151439.
Повний текст джерелаThis study aimed to assess, by confocal laser scanning microscopy (CLSM), the antimicrobial effect of Neo MTA Plus, Biodentine and MTA Angelus, using a microcosmo biofilm model, and to describe the microrganisms morphology, by SEM. Fifty-six dentin blocks were made from human teeth roots, cut in a size 5 x 4 x 4 mm, cleaned and sterelized. Two blocks were used to sterelization control. The others 54 blocks were fixed in Hawley retainers made for 6 volunteers that used it for 72h. After this period, they were placed in wells with BHI for 21 days, at 37ºC. At the end of the biofilm growth, the samples were randomly divided in 5 groups: Neo MTA Plus (n=12), Biodentine (n=12), MTA Angelus (n=12), negative control (n=12), and SEM analysis (n=6). The cements were placed in contact with the blocks of the tested groups. All samples were replaced in wells with BHI by 7 days at 37ºC. CLSM analysis evaluated the dentin blocks and cements isolated. SEM observation were performed in the six samples of the respective group. All groups presented a level of viable bacteria higher than 50%. Neo MTA Plus was the only one that showed significant difference from the negative control group (P=.0379). SEM analysis showed a biofilm composed of spherical and rod-shaped bacteria surrounded by extracellular matrix. All groups presented viable bacteria and Neo MTA Plus had the highest antimicrobial effect.
Scaffa, Polliana Mendes Cándia. "Efeito de diferentes tratamentos de superfície na resistência de união de um cimento resinoso à zircônia." Universidade de São Paulo, 2009. http://www.teses.usp.br/teses/disponiveis/25/25131/tde-01062009-150441/.
Повний текст джерелаYttrium-stabilized tetragonal zircon polycrystal (Y-TZP) ceramics show better mechanical properties than other dental ceramics. However, the high crystalline content modified their adhesiveness to resin cements, making it extremely necessary to develop a more effective adhesive strategy between them. This in vitro study intends to evaluate the influence of different surface treatments and different bond agents on the shear bond strength between a Y-TZP and self-adhesive resin cement. PROCERA® Allzircon cylinders (3.5 mm in diameter) received a surface airborne abrasion treatment with 50 m aluminum-oxide (Al2O3) particles or with the Rocatec system. According to the experimental groups, the adhesive system Clearfil SE Bond® (Kuraray Co.), and the primers Metal Zirconia Primer (Ivoclar Vivadent) and Alloy Primer (Kuraray Co.) were applied on the treated surface of the cylinders, before the application of the adopted resin cement (RelyX U100®/3M ESPE). Each specimen was submitted to the shear bond strength test (0.5 mm/min), by the action of an orthodontic stainless steel ligature wire (0.5 mm in diameter) loop, wrapped around the resin cement, as close as possible to the adhesive interface. One way-ANOVA and Tukey´s post hoc tests (p<0.05) revealed that surface treatment increased bond strength between the ceramic and the resin cement. Silica coating with the Rocatec system (15.33 MPa) showed significantly higher values than airborne abrasion with Al2O3 (11.93 MPa). Application of all bond agents improved shear bond strength: adhesive system Clearfil SE Bond (17.07 MPa) showed better performance than the other evaluated materials, and Metal Zirconia Primer (11.26 MPa) showed higher bond strength values than Alloy Primer (10.01 MPa). Therefore, the association of a surface treatment with a bond agent is suitable, once it resulted in higher values of adhesive strength.
Coz, Fernández Alberto. "Comportamiento ambiental de lodos de fundición estabilizados/solidificados." Doctoral thesis, Universidad de Cantabria, 2001. http://hdl.handle.net/10803/10686.
Повний текст джерелаThe aim of this work has been the study of the treatment of foundry sludge coming from after wet cleaning of gases of the furnace in foundry activities. Previously, the hazardous of the waste material has been evaluated. Later, different treatments have been studied and the environmental evaluation have been conducted. Foundry sludge is an ecotoxical waste due to inorganic (basically zinc) and organic (phenols) pollutants, being able to establish mathematical relationships between the ecotoxicity and the concentration of zinc and phenols, both in waste and end-products. Among the different technologies for the treatment, stabilisation/solidification processes with lime or cement as binders are very interesting technologies for waste of mixed character (organic and inorganic). An exhaustive study of different additives used in these processes has been carried out and different formulations have been developed in order to inertise the waste materials, concluding with the relationships between formulation and environmental evaluation and obtaining a patent.
Stundebeck, Curtis J. "Durability of ternary blended cements in bridge applications." Diss., Columbia, Mo. : University of Missouri-Columbia, 2007. http://hdl.handle.net/10355/5082.
Повний текст джерелаThe entire dissertation/thesis text is included in the research.pdf file; the official abstract appears in the short.pdf file (which also appears in the research.pdf); a non-technical general description, or public abstract, appears in the public.pdf file. Title from title screen of research.pdf file (viewed on November 6, 2007) Includes bibliographical references.
Jeffers, Jonathan. "In silico simulation of long term cement mantle failure in total hip replacement." Thesis, University of Southampton, 2005. https://eprints.soton.ac.uk/388231/.
Повний текст джерелаAndrade, Aline Silva. "Biocompatibilidade e bioatividade de cimentos à base de silicato tricálcico : estudo in vitro e in vivo /." Araraquara, 2016. http://hdl.handle.net/11449/138911.
Повний текст джерелаBanca: Gisele Faria
Banca: Marco Antônio Húngaro Duarte
Resumo: Cimentos à base de silicato tricálcico são desenvolvidos como alternativa ao Mineral Trióxido Agregado (MTA). O objetivo do estudo foi avaliar a biocompatibilidade e bioatividade do cimento experimental silicato tricálcico com 20% de óxido de zircônio (ZrO2) (STC) e MTA Plus (MTAP). Capítulo1- Células humanas de osteoblastos (Saos-2) foram utilizadas para análise da viabilidade celular por meio dos ensaios de MTT e Vermelho Neutro (NR), da bioatividade pela atividade da enzima fosfatase alcalina (ALP) e da presença de área mineralizada pela coloração de Vermelho de Alizarina (ARS). Os dados obtidos para MTT, NR e ALP foram analisados por ANOVA e Bonferroni, e ARS, por ANOVA e Tukey (p ≤ 0,05). Nos ensaios de viabilidade celular, os materiais não foram citotóxicos. Maior atividade de ALP ocorreu aos 7 dias para todos materiais avaliados. Área mineralizada foi observada em todos os grupos, sendo menor para o grupo STC. Concluiu-se que o cimento experimental silicato tricálcico com 20% de óxido de zircônio e MTA Plus apresentam citocompatibilidade e potencial bioativo. Capítulo 2- A reação inflamatória induzida pelo STC e MTAP foi investigada em subcutâneo de ratos. Tubos de polietileno foram preenchidos com STC (n= 20) e MTAP (n= 20) e implantados no subcutâneo dorsal de quarenta ratos. No grupo controle (GC; n= 20), tubos vazios foram implantados. Após 7, 15, 30 e 60 dias, os tubos de polietileno com o tecido conjuntivo circundante foram fixados e embebidos em parafina. O núme... (Resumo completo, clicar acesso eletrônico abaixo)
Abstract: Tricalcium silicate- based cements have been developed as an alternative to Mineral Trióxido Agregado (MTA). The aim of the study was to evaluate biocompatibility and bioactivity of the tricalcium silicate cement replaced with 20% zirconium oxide (STC) e MTA Plus (MTAP). Chaper 1- Human osteoblastic cells (Saos-2) were exposed to test materials and assessed for viability, MTT and Neutral Red (NR) assay, and bioactivity for ALP activity assay and alizarin red staining (ARS). Unexposed cells acted as the control group. Statistical analysis was performed using ANOVA and the Bonferroni post- test (P < 0.05) to MTT, NR and ALP, and ANOVA and Tukey post- test (P ≤ 0.05) to ARS. MTT and NR results, all tested cements were non-cytotoxic. The highest ALP activity occurred at the 7th days. Mineralized area was observed in all materials, STC group showed lower mineralized area. Experimental tricalcium silicate with 20% zirconium oxide and MTA Plus have present biocompatibility and bioactive potential. Chapter 2- The inflammatory reaction induced by tricalcium silicate cement replaced with 20% zirconium oxide (STC) e MTA Plus (MTAP) was evaluated in rat subcutaneous tissues. A polyethylene tube filled with STC (n= 20) and MTAP (n= 20) was placed into the dorsal subcutaneous of forty rats; in the control group (GC; n= 20), empty tubes were implanted. After 7, 15, 30 and 60 days, the polyethylene tubes surrounded by connective tissue were embedded in paraffin. The number of inflammatory ce... (Complete abstract click electronic access below)
Mestre
Veleba, Ondřej. "Studium vlivu složení na mechanické vlastnosti vysokohodnotného betonu." Master's thesis, Vysoké učení technické v Brně. Fakulta chemická, 2008. http://www.nusl.cz/ntk/nusl-216217.
Повний текст джерелаNguyen, Dan-Tam. "Microindentation Creep of Calcium-Silicate-Hydrate and Secondary Hydrated Cement Systems." Thesis, Université d'Ottawa / University of Ottawa, 2014. http://hdl.handle.net/10393/31519.
Повний текст джерелаZhou, Shuxin. "Synthesis and characterization of calcium phosphate silicate bio-cements." Thesis, University of British Columbia, 2014. http://hdl.handle.net/2429/46355.
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