Os cimentos de fosfato de cálcio (CFCs) têm atraído grande interesse para uso em ortopedia e odontologia como substitutos para partes danificadas do sistema esquelético, mostrando boa biocompatibilidade e osteointegração, permitindo sua utilização como enxerto ósseo. As características que determinam os CFCs biomateriais atrativos para a reconstituição ou remodelação óssea, são a facilidade de manipulação e moldagem, sem ter de dar forma prévia ao implante, adaptando-se totalmente à forma da cavidade óssea. Diversos estudos, têm mostrado que a adição de aditivos poliméricos tem uma forte influência sobre as propriedades do cimento. A baixa resistência mecânica é o principal obstáculo a uma maior utilização de CFC como material de implante. O objetivo deste trabalho foi avaliar as propriedades de um cimento com base em α-fosfato tricálcico (α -TCP ), adicionado de PVA (poli (álcool vinílico)) (10%, 8%, 6%), hidrogel de PVA (10%,8%,6%) reticulado com ácido cítrico (10%), hidrogel de alginato de sódio (2%) e poliacrilato de amônia (1%), todos em massa, foram adicionados ao pó de α -TCP sintetizado. As amostras foram moldadas e avaliadas quanto à densidade, porosidade, teste ―in vitro‖ (Simulated Body Fluid), fases cristalinas e propriedades mecânicas. Os resultados mostram o aumento das propriedades mecânicas do cimento, quando adicionado destes polímeros. A reticulação dos hidrogéis de PVA com ácido cítrico foi eficiente.O hidrogel de PVA, o hidrogel de alginato de sódio e o poliacrilato de amônia agiram como redutor de líquido. / The calcium phosphate cements (CPCs) have great interest for use in orthopedics and dentistry as replacements for damaged parts of the skeletal system, showing good biocompatibility and osseointegration, allowing its use as a bone graft. The characteristics that determine CPCs attractive biomaterials for bone remodeling or rebuilding, is ease of handling and molding, without having to shape prior to implantation, adapting itself fully to the shape of the bone cavity. Several studies in literature have shown that the addition of polymeric additives has a strong influence on the mechanical properties of cement. The low mechanical strength is the main impediment to a broader use of calcium phosphate bone cement as implant material. The aim of this work was evaluate the strength of a CPC based on α-tricalcium phosphate, with polymeric additions. CPC was synthesized and PVA (poli (vinyl alcohol)) (10%, 8%, 6%), sodium alginate hydrogel (2%) and ammonium polyacrylate (1%), all by weight, were added to the powder. Specimens were molded and evaluated for density, porosity, in vitro test (Simulated Body Fluid), crystalline phases and mechanical properties. The results show the increase of the mechanical properties of cement when added of polymeric additives. The crosslinking of PVA hydrogels with citric acid was effective. The PVA hydrogel, the hydrogel sodium alginate and ammonium polyacrylate acted as a reducing liquid.

A presente pesquisa tem como objetivo desenvolver um novo elemento de cobertura, compatível com o meio ambiente: telhas de cimento alternativo reforçado com fibras celulósicas. Para tanto, foram utilizadas matérias-primas consideradas resíduos industriais (cimento de escória de alto-forno e rejeito de polpa de celulose de eucalipto) para obtenção de pastas cimentícias reforçadas. Os compósitos foram produzidos por dispersão prévia das fibras em água, mistura do compósito em argamassadeira convencional, adensamento por vibração, moldagem em fôrmas, seguida de cura úmida. Foram moldadas placas planas de diferentes formulações de matrizes cimentícias, com as matérias-primas alternativas disponíveis. Com base nos melhores resultados dessa fase preliminar, foram produzidas duas séries de telhas tipo romana \"capa canal\". Foram avaliados o desempenho físico-mecânico, os custos de produção e o comportamento térmico das telhas. Os resultados revelaram a potencialidade dos compósitos obtidos na produção de fibrocimentos alternativos, por meio de técnicas simples e de baixo consumo de energia, direcionados à autoconstrução urbana e rural de baixo custo. / The objective of this study was to develop a new roofing material that would be compatible with the environment: roofing tiles made of alternative cement reinforced with cellulose fibers. Industrial waste materials were used as raw materials (blast furnace slag cement and waste eucalyptus cellulose pulp) to obtain reinforced cement pastes. The composites were produced by previously dispersing the fibers in water, mixing the composite in a conventional cement-mixer, compaction by vibration, shaping them in molds, followed by moist curing. Flat sheets were molded using different formulations of cement matrixes with the alternative raw materials avaiable. Based on the best results from this preliminary phase, two series of Roman tiles for roofing were produced. The physical and mechanical performance, the cost of production, and the thermal behavior of the tiles were evaluated. The results revealed the potential of composites made of alternative fiber-cements, using simple techniques and with low energy consumption, in urban and rural areas for low-cost self-construction.

O câncer de mama representa importante problema de saúde pública. O microambiente tumoral tem participação no câncer. Peptídeos derivados da laminina estão envolvidos com progressão tumoral. O peptídeo C16 (KAFDITYVRLKF), da cadeia gama-1 da laminina, estimula adesão, migração e invasão celular, metástase e angiogênese. Para avaliar o efeito deste peptídeo na expressão gênica de células de câncer de mama (MDA-MB-231), células foram tratadas com C16 ou peptídeo controle (FKLRVYTIDFAK) por 24 horas. Após tratamento, a expressão gênica foi avaliada por microarray. C16 regulou a expressão de 80 genes em células MDA-MB-231, incluindo genes associados ao câncer. Os genes FGFR3, GPNMB e SPOCK1 tiveram suas expressões aumentadas após tratamento com C16, como confirmado por PCR quantitativo. Ensaios de invasão em câmaras de Boyden também indicam que C16 estimula invasão de células MDA-MB-231, porém C16 não mostrou efeito sobre proliferação e apoptose. Nossos dados sugerem que o peptídeo C16 regula expressão gênica e estimula invasão de células de câncer de mama MDA-MB-231. / Human breast cancer constitutes a worldwide health care problem. During cancer progression, tumor cells are engaged in an interplay with their microenvironment. Studies have shown that peptides derived from laminin are involved in tumor progression. Among them, C16 (KAFDITYVRLKF), derived from laminin gamma-1 chain, is a cell-adhesive peptide that increases cell migration, invasion, metastasis and angiogenesis. This prompted us to analyze whether C16 would regulate gene expression in human breast cancer cells (MDA-MB-231). Cells were treated with C16 or scrambled peptide control (FKLRVYTIDFAK) for 24 hours and gene expression was analyzed by microarray. Eighty genes were regulated by C16, including genes associated with cancer. Among them, FGFR3, GPNMB and SPOCK1 expression was increased by C16, as confirmed by qPCR. C16 also increased MDA-MB-231 cell invasion. However, no effect on cell proliferation and apoptosis was observed. Concluding, our data suggest that C16 regulates gene expression and enhances invasion of metastatic MDA-MB-231 breast cancer cells.

Made available in DSpace on 2016-01-26T18:55:40Z (GMT). No. of bitstreams: 1 Gustavo Logar.pdf: 371330 bytes, checksum: 461b03ba76909955dcf6db3c8b004b60 (MD5) Previous issue date: 2014-05-23 / The Biodentine is a new material suitable for various clinical situations in dentistry. Despite being a promising material, there are few studies evaluating the characteristics of this material, especially its genotoxicity and mutagenicity. Objective: This study aims to evaluate the genotoxic and mutagenic potential of Biodentine "in vivo". Methods: We used 24 Wistar albino rats, males were divided into 3 groups: A - 8 rats where specimens of Biodentine measuring 2 mm in diameter x 10mm length on the dorsum were placed, B - 8 rats, which received cyclophosphamide in single subcutaneous dose (50mg/kg) on the first day of the experiment (positive control group), C - 8 rats where specimens measuring 2 mm in diameter x 10mm long without Biodentine on the dorsum were placed (negative control group). After 24 hours, all animals were euthanized and material from bone marrow of femurs was collected to perform the Comet assay and micronucleus test. Results: Biodentine showed levels of DNA damage (tail intensity %) in bone marrow cells of 23.57 ± 7.70, cyclophosphamide of 27,43 ± 7,40 and negative control of 24.75 ± 5 55 (p < 0.05). The average number of micronuclei in the exposed Biodentine group was 6.25 (standard deviation - SD = 3.53), in the group exposed to cyclophosphamide was 9.75 (SD = 2.49) and negative control group was 0.75 (SD = 1.03) (p < 0.0001). Conclusion: The Biodentine showed an increase in the frequency of micronuclei, but no genotoxicity effect by the Comet assay. / O Biodentine é um novo material indicado para diversas situações clínicas na odontologia. Apesar de ser um material promissor, ainda há poucos trabalhos avaliando as características deste material, em especial sua genotoxicidade e mutagenicidade. Objetivo: Este estudo visa avaliar o potencial genotóxico e mutagênico do Biodentine in vivo . Material e métodos: Foram utilizados 24 ratos Wistar albinos, machos, distribuídos em 3 grupos: A 8 ratos onde foram colocados corpos de prova medindo 2mm de diâmetro x 10mm de comprimento com Biodentine no subcutâneo do dorso; B 8 ratos, que receberam ciclofosfamida em dose única subcutânea (50mg/kg) no primeiro dia do experimento (grupo controle positivo); C 8 ratos onde foram colocados corpos de prova medindo 2mm de diâmetro x 10mm de comprimento sem Biodentine no subcutâneo do dorso (grupo controle negativo). Após 24 horas, todos os animais foram eutanasiados e material da medula óssea dos fêmures foi coletado para realização do Teste do Cometa e do Teste do micronúcleo. Resultados: O Biodentine apresentou níveis de danos no DNA (tail intensity %) em células da medula óssea de 23,57 ± 7,70, a ciclofosfamida de 27,43 ± 7,40 e o controle negativo de 24,75 ± 5,55 (p<0,05). A média de micronúcleos no grupo exposto ao Biodentine foi de 6,25 (desvio padrão DP= 3,53), no grupo exposto a ciclofosfamida foi de 9,75 (DP= 2,49) e no grupo de controle negativo foi 0,75 (DP= 1,03) (p<0,0001). Conclusão: O Biodentine apresentou aumento na frequência de micronúcleos, mas não apresentou efeito genotóxico observado pelo teste do Cometa.

Made available in DSpace on 2016-07-18T17:53:13Z (GMT). No. of bitstreams: 1 Gustavo Logar.pdf: 371330 bytes, checksum: 461b03ba76909955dcf6db3c8b004b60 (MD5) Previous issue date: 2014-05-23 / The Biodentine is a new material suitable for various clinical situations in dentistry. Despite being a promising material, there are few studies evaluating the characteristics of this material, especially its genotoxicity and mutagenicity. Objective: This study aims to evaluate the genotoxic and mutagenic potential of Biodentine "in vivo". Methods: We used 24 Wistar albino rats, males were divided into 3 groups: A - 8 rats where specimens of Biodentine measuring 2 mm in diameter x 10mm length on the dorsum were placed, B - 8 rats, which received cyclophosphamide in single subcutaneous dose (50mg/kg) on the first day of the experiment (positive control group), C - 8 rats where specimens measuring 2 mm in diameter x 10mm long without Biodentine on the dorsum were placed (negative control group). After 24 hours, all animals were euthanized and material from bone marrow of femurs was collected to perform the Comet assay and micronucleus test. Results: Biodentine showed levels of DNA damage (tail intensity %) in bone marrow cells of 23.57 ± 7.70, cyclophosphamide of 27,43 ± 7,40 and negative control of 24.75 ± 5 55 (p < 0.05). The average number of micronuclei in the exposed Biodentine group was 6.25 (standard deviation - SD = 3.53), in the group exposed to cyclophosphamide was 9.75 (SD = 2.49) and negative control group was 0.75 (SD = 1.03) (p < 0.0001). Conclusion: The Biodentine showed an increase in the frequency of micronuclei, but no genotoxicity effect by the Comet assay. / O Biodentine é um novo material indicado para diversas situações clínicas na odontologia. Apesar de ser um material promissor, ainda há poucos trabalhos avaliando as características deste material, em especial sua genotoxicidade e mutagenicidade. Objetivo: Este estudo visa avaliar o potencial genotóxico e mutagênico do Biodentine in vivo . Material e métodos: Foram utilizados 24 ratos Wistar albinos, machos, distribuídos em 3 grupos: A 8 ratos onde foram colocados corpos de prova medindo 2mm de diâmetro x 10mm de comprimento com Biodentine no subcutâneo do dorso; B 8 ratos, que receberam ciclofosfamida em dose única subcutânea (50mg/kg) no primeiro dia do experimento (grupo controle positivo); C 8 ratos onde foram colocados corpos de prova medindo 2mm de diâmetro x 10mm de comprimento sem Biodentine no subcutâneo do dorso (grupo controle negativo). Após 24 horas, todos os animais foram eutanasiados e material da medula óssea dos fêmures foi coletado para realização do Teste do Cometa e do Teste do micronúcleo. Resultados: O Biodentine apresentou níveis de danos no DNA (tail intensity %) em células da medula óssea de 23,57 ± 7,70, a ciclofosfamida de 27,43 ± 7,40 e o controle negativo de 24,75 ± 5,55 (p<0,05). A média de micronúcleos no grupo exposto ao Biodentine foi de 6,25 (desvio padrão DP= 3,53), no grupo exposto a ciclofosfamida foi de 9,75 (DP= 2,49) e no grupo de controle negativo foi 0,75 (DP= 1,03) (p<0,0001). Conclusão: O Biodentine apresentou aumento na frequência de micronúcleos, mas não apresentou efeito genotóxico observado pelo teste do Cometa.

abstract: Ultra High Performance (UHP) cementitious binders are a class of cement-based materials with high strength and ductility, designed for use in precast bridge connections, bridge superstructures, high load-bearing structural members like columns, and in structural repair and strengthening. This dissertation aims to elucidate the chemo-mechanical relationships in complex UHP binders to facilitate better microstructure-based design of these materials and develop machine learning (ML) models to predict their scale-relevant properties from microstructural information.To establish the connection between micromechanical properties and constitutive materials, nanoindentation and scanning electron microscopy experiments are performed on several cementitious pastes. Following Bayesian statistical clustering, mixed reaction products with scattered nanomechanical properties are observed, attributable to the low degree of reaction of the constituent particles, enhanced particle packing, and very low water-to-binder ratio of UHP binders. Relating the phase chemistry to the micromechanical properties, the chemical intensity ratios of Ca/Si and Al/Si are found to be important parameters influencing the incorporation of Al into the C-S-H gel. ML algorithms for classification of cementitious phases are found to require only the intensities of Ca, Si, and Al as inputs to generate accurate predictions for more homogeneous cement pastes. When applied to more complex UHP systems, the overlapping chemical intensities in the three dominant phases – Ultra High Stiffness (UHS), unreacted cementitious replacements, and clinker – led to ML models misidentifying these three phases. Similarly, a reduced amount of data available on the hard and stiff UHS phases prevents accurate ML regression predictions of the microstructural phase stiffness using only chemical information. The use of generic virtual two-phase microstructures coupled with finite element analysis is also adopted to train MLs to predict composite mechanical properties. This approach applied to three different representations of composite materials produces accurate predictions, thus providing an avenue for image-based microstructural characterization of multi-phase composites such UHP binders. This thesis provides insights into the microstructure of the complex, heterogeneous UHP binders and the utilization of big-data methods such as ML to predict their properties. These results are expected to provide means for rational, first-principles design of UHP mixtures. / Dissertation/Thesis / Doctoral Dissertation Engineering 2020

Shredder fines are the materials with a particle size of less than 10 mm resulting from the shredding of vehicles and complex metal scrap from industries and municipalities. This waste is currently used as landfill construction material, but Stena Recycling wanted to know whether the bottom ash from the combustion of this waste could be useful to the cement industry, and whether it would be feasible to extract Cu and Zn from this ash. To determine this the shredder fines were combusted, and the generated bottom ash underwent chemical fractionation. The leachates from this were processed using MP-AES to obtain an elemental analysis of the ash. The uncombusted shredder fines had its moisture content and calorific value determined. The shredder fines had a moisture content of approximately 11%wt. Due to the heterogeneity of the shredder fines the calorific values varied significantly across the tested samples. The average value was 7.8 MJ/kg. The chemical fractionation showed that the elements in the ash are mostly insoluble in water and ammonium acetate, as the majority remained in the solid residue. This indicates that the ash is inert, and not susceptible to heavy metal leaching. The elemental analysis showed that there is a significant amount of Fe in the ash, with reasonable amounts of Cu and Zn. This project concluded that without additional processing the ash would not be suitable for the cement industry, and that there is potential for the recovery of Cu and Zn from the ash.

Modernization has brought about steady increase in the consumption of goods and services by human societies across the globe, which mostly driven by both population growth and the change of individual living standards. This, of course, leads to an ever-increasing waste production that ends up in landfills and very often as a source of pollution on natural ecosystems, especially in the low and middle-income countries where waste management is almost inexistent. The management of waste streams is a huge challenge for developed countries as well, where societal and environmental impacts are visible despite massive investments in waste management. One of the most problematic waste materials is plastic, which can remain in nature for over 100 years without degradation, leading to serious environmental concerns. As one of the most significant innovations of the 20th century, plastic is a widely used and cost-effective material for many applications. After their useful lifetimes, their management is problematic. Thus, robust and innovative approaches of managing such waste material are needed in order to mitigate the problem. One of the innovative approaches of tackling the menace cause by plastic waste is through its incorporation into the construction materials. This thesis seeks to address this problem by exploring the use of melted plastic wastes (High Density Poly Ethylene, HDPE and Low Density Poly Ethylene, LDPE) as binder in developing new construction materials (mortar with melted plastic as the only binder, MPB and Plastic Waste Crete, PWC) as an alternative to partially replace traditional concrete and mortar, or finding other engineering uses for this type of waste. Worldwide, about 190 m3 of concrete is poured every second, which translates to 6 billion m3 per year and making it, one of the most widely used manufactured materials. However, the production of concrete requires water and cement. Cement is expensive, and its production contributes to the emission of environmentally polluting gases. Replacing this binding element with recycled plastic derivatives would have significant economic and environmental benefits. In addition to the elimination of cement cost, this will result in water savings, which is especially important for areas without fresh water scarcity. Some researchers have used plastics in concrete and mortars as additives and/or replacement for fine and coarse aggregates. In addition, different types of plastics have been used in bitumen as an additive to reduce construction cost and improve sustainability by adding value to wastes materials. However, there is paucity of technical information about the use of the melted HDPE and LDPE plastic wastes as the only binding phase in concrete- or mortar-like materials. Moreover, many parameters such as preparation conditions, field variables, constituent elements, and final applications have impacts on the performance of construction materials Thus, the key objective of this PhD research is to develop the mortar with plastic binder (MPB) and PlasticWasteCrete (PWC) by using molten HDPE and LDPE plastic wastes as the only binder as well as to investigate the engineering properties of these new types of construction materials. The plastic contents of 45%, 50%, 60% and 65% and HDPE to LDPE ratios of 40/60, 50/50, and 60/40 were selected for the experimental tests. Clean river sand was used as the only aggregate for the MPB, while both sand and gravel were used for the PWC. Various tests were then performed on prepared MPB and PWC samples at different curing times from early to advanced ages to assess their engineering properties. These tests were conducted in accordance with the ASTM standards to evaluate the mechanical properties (compressive strength and splitting tensile strength), permeability and density of the MPB and PWC materials. Additional tests were carried out to analyze the products at the microstructural level (optical microscope, SEM, MIP and thermogravimetric analysis) to gain an insight into the microstructural properties of the developed materials and how that affect their engineering properties. The compressive strength tests revealed the optimal plastic content for the MPB and PWC with the best strength performance. The average compressive strength values for various optimal formulations after 28 days were found to be in the range of 9 to 18 MPa. The splitting tensile strength for the new materials from 1 to 28 days of curing time, were found to be between 1 and 5 MPa. The average hardened density of the MPB and PWC is about 2 g/cm3, which makes them lightweight material according to RILEM classification. In addition, various absorption tests (capillary and immersion) were performed on different MPB and PWC samples, and the obtained results showed that they are porous materials having lower rate of absorption than the traditional cementitious materials (mortar, concrete). This observation was supported by the results from both MIP and SEM analyses. Finally, thermogravimetric analysis provided interesting details on the thermal decomposition of the new materials, with significant changes or mass loss for these products being observed only at temperatures higher than 300°C. The findings from this study suggest MPB and PWC made with melted plastic waste as the only binder have a promising potentials for use in construction. The research conducted in this PhD study offers a good understanding of the engineering properties of the materials as well as the optimal formulations that yield best performance in terms of strength and durability. In summary, it provides useful technical information and tools on the MPB and PWC that will contribute in setting guidelines on the optimal applications of these products in the field of construction in order to have safe, durable and cost-effective structures. Résumé Avec la modernisation de nos sociétés, les habitudes ont considérablement changé, ainsi, on observe une forte consommation des biens et services, due à l’augmentation de la population et l’amélioration de leurs conditions de vie. Ce qui conduit à une augmentation considérable des quantités des déchets qui terminent leurs cycles au niveau des décharges ou dans les océans/fleuves devenant ainsi une source de source de pollution des écosystèmes naturels, surtout dans les pays à revenu faible et intermédiaire avec des systèmes défaillants ou moins performants de gestion des déchets. La gestion des flux de déchets est aussi un défi pour certains pays développés, où les impacts sociaux et environnementaux sont visibles en dépit des investissements massifs dans ce secteur. Parmi ces déchets, nous avons les plastiques, l’une des innovations du 20e siècle avec des qualités versatiles et coût faible, se trouve partout dans nos vies quotidiennes. Après leur utilisation, les plastiques deviennent des déchets qui peuvent rester dans la nature plus de 100 ans sans aucune dégradation, avec des conséquences néfastes sur l’Homme et l’environnement. Ainsi, une approche robuste et innovante de gestion de ces déchets est nécessaire afin d'atténuer leurs impacts. L'une des approches innovantes pour réduire l’impact causé par les déchets plastiques consiste à les incorporer dans les matériaux de construction. Ainsi, le problème est abordé dans cette thèse en développant des technologies permettant de recycler les plastiques fondus comme liant dans les nouveaux matériaux de construction (MPB et PWC), afin d’offrir une alternative pour remplacer partiellement le béton / mortier traditionnel. Le béton est l’un des matériaux les plus utilisés au monde, avec environ 190 m3 coulés chaque seconde, correspondant à 6 milliards de m3 par an. Cependant, la production de béton nécessite de l'eau et du ciment. Le ciment coûte cher et sa production contribue à l'émission de gaz polluants l'environnement. Le remplacement d'une partie du béton traditionnel par un matériau à base des déchets plastique aura des avantages économiques, sociaux et environnementaux importants. Allant dans ce sens, certains chercheurs ont utilisé les plastiques dans le béton et le mortier comme additifs et / ou substituts des matériaux granulaires tels que le sable et le gravier. Aussi, différents types de plastiques ont été utilisé dans le bitume comme additif pour réduire les coûts de construction et améliorer la durabilité, ainsi contribuer à donner de la valeur aux déchets. Cependant, jusqu'à présent, il existe peu d’informations techniques sur l'utilisation de déchets plastiques (HDPE et LDPE) fondus comme seuls liants pour développer de nouveaux types de matériaux de construction. En plus, plusieurs facteurs (les conditions de préparation, les éléments constitutifs, les applications finales, etc.) ont un impact sur les caractéristiques des matériaux de construction. Ainsi, l'objectif de cette recherche doctorale est de développer des nouveaux matériaux de construction (MPB et PWC) en utilisant les déchets plastiques fondus (HDPE et LDPE) comme seul liant, puis déterminer les propriétés caractéristiques de ces matériaux afin de trouver la formulation optimale conduisant à la meilleure résistance. En plus de l'élimination du coût du ciment, cette technologie permet aussi de faire des économies d'eau, bénéfique surtout pour les zones avec des difficultés d'accès à l’eau potable. Cela contribuera à la réduction des coûts de la construction en utilisant les produits innovants comme alternative au béton / mortier conventionnel. Un vaste programme expérimental, comprenant des tests à petite et grande échelle, a été développé afin d'atteindre les objectifs de cette étude de doctorat. La campagne expérimentale a comporté différentes étapes comprenant la sélection des matériaux, la détermination de la formulation optimale et les conditions appropriées pour la préparation des matériaux susmentionnés. Par la suite, pour une meilleure compréhension du comportement technique et des propriétés du produit final, divers tests ont été effectué sur les matériaux préparés à différents temps de durcissement. Ces tests ont été menés conformément aux normes ASTM pour évaluer les propriétés mécaniques (résistance à la compression et à la traction), la perméabilité et la densité des nouveaux matériaux. Les expériences ont été approfondies en analysant les produits au niveau microstructural (microscope optique, SEM, MIP et analyse thermique) pour avoir un aperçu des propriétés microstructurales des matériaux développés et essayer de comprendre les relations avec leur comportement mécanique. Les essais de compression ont permis de trouver la teneur en plastique optimale pour les matériaux (MPB et PWC) avec les meilleures valeurs de résistance. Les résistances moyennes à la compression à 28 jours pour diverses formulations étaient comprises entre 9 et 18 MPa. La résistance à la traction par fendage des nouveaux matériaux entre 1 et 28 jours se situait entre 1 et 5 MPa. La densité moyenne du béton et mortier écologique est proche de 2 g / cm3, ils peuvent donc être considérés comme des matériaux légers selon la classification RILEM. De plus, divers tests d'absorption (capillaire et par immersion) ont été réalisé sur différents échantillons de MPB et PWC, les résultats obtenus ont montré qu'il s'agit de matériaux poreux ayant un taux d'absorption plus faible que les matériaux traditionnels contenant du ciment. Plusieurs analyses microstructurales ont été réalisées sur différents échantillons des nouveaux produits (MPB et PWC) et les matériaux cimentaires traditionnels ont été utilisés pour renforcer notre compréhension. Enfin, l'analyse thermique a fourni des détails intéressants sur la décomposition thermique de ces nouveaux matériaux ; des changements significatifs avec une perte de masse considérable ont été observés seulement pour des températures supérieures à 300 ° C. Les résultats de ces essais permettent d'acquérir une bonne compréhension des propriétés techniques des nouveaux matériaux (MPB et PWC) ainsi que de déterminer les teneurs optimales en plastique conduisant aux meilleures performances en termes de résistance et de durabilité. Ainsi, les recherches menées dans cette étude de doctorat fournissent des informations techniques et des outils utiles sur le MPB et le PWC; et contribueront à installer des bases pour guider les applications optimales de ces nouveaux produits dans le domaine de la construction afin d'avoir des structures sûres, durables et rentables.

The aim of this doctoral thesis is to verify a possibilities of fibercement extrusion. A mixture for extrusion is typical for its high toughness and high fiber content, as the fiber content may be several times higher than when utilizing other production methods. The technology of a twin shaft kneader makes it possible to produce homogenous mixture for extrusion with low water/cement ratio. With use of auger moulder a mixture of high toughness is formed to final shape. The extreme shear and pressure stress is applied in the process. Therefore high requirements are posed on the equipment.

This diploma thesis focuses on the influence of properties of feedstocks for the production of quality surfaces of architectural concrete. The introductory part describes the definition of architectural concrete with the advantages and disadvantages of its implementation. In the following chapters, the characteristics, the dosage or the chemical composition of the input materials are given. Besides the design of the mixture, important parameters for the creation of a quality surface of concrete are compaction, precise placement in formwork and subsequent treatment of the surface. Individual types of architectural concrete, their method of production with the examples belonging to concrete constructions are also given. In the practical part, 4 mixtures were designed, whose type or dosage of feedstocks was changed. In creating mixtures, emphasis was placed on minimal segregation of fresh concrete and the formation of pores on the surface of hardened concrete.