Aglomeração de cortiça por compressão a quente

A diversificação do uso dos produtos de cortiça exige uma adaptação constante dos processos produtivos utilizados para a transformação deste produto. Este trabalho tem como principal intuito a idealização e investigação de um novo processo de fabrico adaptado a um tipo muito particular de produto, os aglomerados puros de cortiça. Estes, não recorrem a qualquer tipo de aglutinante para assegurar a sua ligação, apenas as resinas contidas na própria cortiça são utilizadas para esse efeito. Analisando os processos de fabrico atuais, verifica-se que, a conceção de geometrias complexas com aglomerados puros de cortiça, só é possível com recurso à maquinação. Este processo gera desperdício e tem uma série de processos que o antecedem, destacando-se a aglomeração prévia numa forma mais simples (bloco paralelepípedo ou cilindro) e o corte numa pré forma. A ideia de se executar uma peça complexa sem recurso à maquinação é o objetivo primordial deste trabalho. Para isso foi construído um molde, com todos os mecanismos auxiliares necessários, à semelhança do que já se faz noutro tipo de indústrias, nomeadamente, do vidro e do plástico. Esse mesmo molde foi submetido a uma série de ensaios para determinação dos parâmetros de enchimento e moldação, tendo-se chegado a uma formulação que garante características atrativas na peça final. A aglutinação do granulado de cortiça revelou-se bastante dependente de três parâmetros: a temperatura aplicada, a humidade do granulado e o grau de compactação aplicado. A industrialização do processo revelou-se também plausível de execução, sendo apenas necessários alguns melhoramentos. A utilização deste tipo de processo revela-se, portanto, atrativa para grandes séries de peças, conseguindo-se elevada reprodutibilidade das mesmas com apenas um processo, sem necessidade de procedimentos adicionais de acabamento.

Modern optimization in earthwork construction

Earthworks tasks are often regarded in transportation projects as some of the most demanding processes. In fact, sequential tasks such as excavation, transportation, spreading and compaction are strongly based on heavy mechanical equipment and repetitive processes, thus becoming as economically demanding as they are time-consuming. Moreover, actual construction requirements originate higher demands for productivity and safety in earthwork constructions. Given the percentual weight of costs and duration of earthworks in infrastructure construction, the optimal usage of every resource in these tasks is paramount. Considering the characteristics of an earthwork construction, it can be looked at as a production line based on resources (mechanical equipment) and dependency relations between sequential tasks, hence being susceptible to optimization. Up to the present, the steady development of Information Technology areas, such as databases, artificial intelligence and operations research, has resulted in the emergence of several technologies with potential application bearing that purpose in mind. Among these, modern optimization methods (also known as metaheuristics), such as evolutionary computation, have the potential to find high quality optimal solutions with a reasonable use of computational resources. In this context, this work describes an optimization algorithm for earthworks equipment allocation based on a modern optimization approach, which takes advantage of the concept that an earthwork construction can be regarded as a production line.

Elucidating the crosstalk between condensin subunits and its relevance in chromosome condensation

ADN subit une série de transformations structurelles complexes au cours de la division cellulaire, ce qui entraîne dans son compactage chromosomes mitotiques par un processus appelé la condensation des chromosomes. Le complexe de condensine pentamérique est fortement impliqué comme un effecteur majeur de ce phénomène. Il s'agit d'un complexe protéine de sous-unités multiples avec deux sous-unités catalytiques [SMC- Structural Maintenance of Chromosomes] et de trois sous-unités de régulation, hautement conservés de la levure à l'homme. Le complexe de condensine dans Saccharomyces cerevisiae est constitué de deux sous-unités de SMC [Smc2 et Smc4] et trois protéines non réglementaires [Brn1, Ycs4, Ycg1]. Malgré son importance, le mécanisme d'action de condensine reste largement inconnu. Par conséquent, l'objectif de cette recherche est de comprendre le mécanisme d'action de condensine et comment elle est affectée par l'interaction entre ses sous-unités réglementaires et non-réglementaires. Cette thèse identifie quatre morphologies dépendants du cycle cellulaire distincts du locus d'ADNr. Cette transformation du phénotype ADNr de G1 à la mitose dépend condensine. Afin de déterminer le rôle de l'interaction entre les sous-unités catalytiques et réglementaires de condensine dans la régulation du complexe condensine, nous avons identifié six résidus positifs sur l'extrémité C-terminale de BRN1 qui affectent la formation du complexe condensine, l'activité de la condensation et l'interaction avec tubuline, ce qui suggère que ces résidus ont un rôle dans la régulation de condensine. Ensemble, nos résultats suggèrent un modèle de règlement du condensine par l'interaction entre les sous-unités de condensine.

Weighted finite-state transducers in speech recognition : a compaction algorithm for non-determinizable transducers

Mémoire numérisé par la Direction des bibliothèques de l'Université de Montréal.

Weighted finite-state transducers in speech recognition : a compaction algorithm for non-determinizable transducers

Mémoire numérisé par la Direction des bibliothèques de l'Université de Montréal.

Propriétés hydrauliques d’un till compacté avec un faible pourcentage de particules argileuses

Les propriétés hydrauliques d’un till du Nord du Québec en condition saturée et non saturée ont été étudiées en laboratoire à l’aide de l’essai de conductivité hydraulique et l’essai de succion qui permet d’obtenir la courbe de rétention d’eau. Les essais ont été réalisés avec des échantillons compactés sous différentes conditions de teneur en eau et de masse volumique sèche, de manière à évaluer l’influence de ces conditions sur les propriétés hydrauliques. Les études précédentes ont montré qu’une structure agrégée se développe dans le till lorsqu’il est compacté de côté sec de l’optimum Proctor, c’est-à-dire à un degré de saturation de compactage inférieur au degré de saturation optimum (Sr0 < Sr-opt). Le till étudié dans le cadre de cette étude diffère de ceux utilisés dans les études précédentes par son très faible pourcentage de particules argileuses (< 2 μm) de 0,7%. L’objectif principal de cette étude est d’évaluer l’influence des conditions de compactage sur la conductivité hydraulique et la courbe de rétention d’eau et de déterminer si une structure agrégée se développe lorsque le till est compacté du côté sec de l’optimum. Les résultats expérimentaux typiques de la conductivité hydraulique saturée obtenus pour les échantillons compactés du côté humide de l’optimum (Sr0 > Sr-opt) avec un indice des vides de 0,328 varient de 2,6 x 10-7 à 8,6 x 10-7 m/s. Les conductivités hydrauliques typiques obtenues pour les échantillons compactés du côté sec de l’optimum (Sr0 < Sr-opt) avec le même indice des vides étaient très similaires, variant entre 2,4 x 10-7 et 9,1 x 10-7 m/s. Les courbes de rétention d’eau mesurées en laboratoire sont très semblables entre elles, présentant toutes une structure de sol homogène, peu importe si l’échantillon a été compacté du côté sec ou du côté humide. Il apparait que la conductivité hydraulique et la courbe de rétention d’eau de ce till sont très peu influencées par le degré de saturation de compactage. Ceci peut être expliqué par le très faible pourcentage de particules argileuses, qui prévient la formation d’agrégations de particules dans la structure du till lorsqu’il est compacté du côté sec de l’optimum Proctor. Plusieurs modèles d’estimation de la conductivité hydraulique sont utilisés. Cette étude propose trois nouveaux modèles d’estimation de la conductivité hydraulique saturée pour les tills du Nord du Québec. Le premier modèle met en relation la conductivité hydraulique saturée avec le diamètre des grains de la fraction fine (d50 FF) et le deuxième modèle est une équation modifiée de Kozeny-Carman et Hazen basée sur la porosité et une taille de particule effective (d10). Finalement, un modèle permettant d’évaluer l’effet de l’agrégation avec l’équation de Kozeny-Carman modifiée dans les tills compactés est proposé.

Numerical simulation of fresh SCC flow in wall and beam elements using flow dynamics models

Abstract : Recently, there is a great interest to study the flow characteristics of suspensions in different environmental and industrial applications, such as snow avalanches, debris flows, hydrotransport systems, and material casting processes. Regarding rheological aspects, the majority of these suspensions, such as fresh concrete, behave mostly as non-Newtonian fluids. Concrete is the most widely used construction material in the world. Due to the limitations that exist in terms of workability and formwork filling abilities of normal concrete, a new class of concrete that is able to flow under its own weight, especially through narrow gaps in the congested areas of the formwork was developed. Accordingly, self-consolidating concrete (SCC) is a novel construction material that is gaining market acceptance in various applications. Higher fluidity characteristics of SCC enable it to be used in a number of special applications, such as densely reinforced sections. However, higher flowability of SCC makes it more sensitive to segregation of coarse particles during flow (i.e., dynamic segregation) and thereafter at rest (i.e., static segregation). Dynamic segregation can increase when SCC flows over a long distance or in the presence of obstacles. Therefore, there is always a need to establish a trade-off between the flowability, passing ability, and stability properties of SCC suspensions. This should be taken into consideration to design the casting process and the mixture proportioning of SCC. This is called “workability design” of SCC. An efficient and non-expensive workability design approach consists of the prediction and optimization of the workability of the concrete mixtures for the selected construction processes, such as transportation, pumping, casting, compaction, and finishing. Indeed, the mixture proportioning of SCC should ensure the construction quality demands, such as demanded levels of flowability, passing ability, filling ability, and stability (dynamic and static). This is necessary to develop some theoretical tools to assess under what conditions the construction quality demands are satisfied. Accordingly, this thesis is dedicated to carry out analytical and numerical simulations to predict flow performance of SCC under different casting processes, such as pumping and tremie applications, or casting using buckets. The L-Box and T-Box set-ups can evaluate flow performance properties of SCC (e.g., flowability, passing ability, filling ability, shear-induced and gravitational dynamic segregation) in casting process of wall and beam elements. The specific objective of the study consists of relating numerical results of flow simulation of SCC in L-Box and T-Box test set-ups, reported in this thesis, to the flow performance properties of SCC during casting. Accordingly, the SCC is modeled as a heterogeneous material. Furthermore, an analytical model is proposed to predict flow performance of SCC in L-Box set-up using the Dam Break Theory. On the other hand, results of the numerical simulation of SCC casting in a reinforced beam are verified by experimental free surface profiles. The results of numerical simulations of SCC casting (modeled as a single homogeneous fluid), are used to determine the critical zones corresponding to the higher risks of segregation and blocking. The effects of rheological parameters, density, particle contents, distribution of reinforcing bars, and particle-bar interactions on flow performance of SCC are evaluated using CFD simulations of SCC flow in L-Box and T-box test set-ups (modeled as a heterogeneous material). Two new approaches are proposed to classify the SCC mixtures based on filling ability and performability properties, as a contribution of flowability, passing ability, and dynamic stability of SCC.