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L'objectif dans cette recherche expérimentale est de contribuer à la compréhension des phénomènes de l'endommagement et de la fissuration dans les sols argileux saturés sous chargement hydrique (dessiccation) et mécanique (chemins de contrainte). L'étude mécanique est axée sur l'identification des propriétés élastiques du matériau endommagé sous chargement triaxial à différents niveaux et chemins de contrainte. Les principaux points traités étaient, l'influence de la contrainte de consolidation (p'ic), du degré de surconsolidation (OCR) et du chemin de contrainte sur la vitesse d'onde de compression. Les résultats montrent que les propriétés élastiques sont affectées et évoluent avec la déformation. La contractance semble augmenter la vitesse d'onde de compression à mesure que p'ic croît et densifie le matériau. En revanche, la dilatance semble plutôt diminuer la vitesse d'onde de compression. Par ailleurs, différents chemins triaxiaux conduits à un niveau de contrainte donné ont montré que les vitesses d'onde sont très proches si les chemins sont normalement consolidés. Les vitesses sont proches également si les chemins sont surconsolidés. En revanche, à un même état de contrainte, la vitesse d'onde est différente si on compare un chemin normalement consolidé avec un chemin surconsolidé. La deuxième partie de l'étude porte sur une analyse approfondie des mécanismes d'amorçage et de propagation des fissures sous dessiccation libre et contrôlée d'une argile initialement saturée. L'analyse via la corrélation d'images numériques (CIN) a permis, en premier lieu, une caractérisation multiéchelle du phénomène de retrait opéré au cours du séchage. Différents phénomènes ont été identifiés : le phénomène de relaxation, caractérisé par un changement de signe de la déformation locale extension / compression, le mécanisme de fissuration par extension (mode I), identifié par la cartographie des directions des déformations principales. L'étude a été complétée par des essais de traction indirecte par flexion 3 points réalisés sur des poutrelles de kaolin K13 initialement soumises à différentes succions. L'effet de la succion initiale sur la résistance à la traction a donc été observé. Les résultats montrent que plus la succion initiale est élevée, plus la pente de la courbe de variations de la résistance à la traction est élevée. D'autre part, la déformation de la zone tendue de la poutrelle atteint sa valeur critique lorsque la contrainte atteint la résistance maximale à la traction de l'argile / The objective of this experimental research is to contribute to understanding phenomena of damage and cracking in saturated clay soils under hydric loading (desiccation) and mechanical loading (stress paths). Mechanical study focuses on identifying the elastic properties of the damaged material under triaxial loading at different levels and stress paths. The main issues were the influence of; the consolidation stress (p'ic), the overconsolidation ratio (OCR) and the stress path on the compression wave velocity. The results show that the elastic properties are affected and evolve with strain. Contractancy appears to increase the compression wave velocity as p'ic increase and densifies the material. However, dilatancy seems rather decrease the compression wave velocity. Moreover, various triaxial paths performed at a given stress level showed that the wave velocities are very close if the paths are normally consolidated. Velocities are also close if the paths are overconsolidated. However, at the same stress state, the wave velocity is different when comparing a normally consolidated path with an overconsolidated path. The second part of the study focuses on a thorough analysis of the cracks' initiation and propagation mechanisms under free and controlled desiccation on initial saturated clay. Analysis via the digital image correlation (DIC) allowed, first, a multi-scales characterization of the shrinkage phenomenon operated during drying. Different phenomena were identified; the relaxation phenomenon characterized by a change of the local strain's sign extension / compression, the cracking mechanism by extension (mode I) identified by the map of the directions of the principal strains. The study was completed with indirect tensile tests by bending performed on kaolin k13 beams initially submitted to different suctions. The effect of the initial suction on the tensile strength has been observed. The results show that more the initial suction is high, the greater the slope of the curve of changes in the tensile strength is high. On the other hand, strain of the tension zone of the beam reaches its critical value when the stress reaches the maximum tensile strength of the clay

[pt] Neste presente trabalho buscou-se avaliar a características de resistência ao cisalhamento e da relação sucção-umidade de um solo tropical maduro encontrado no campo experimental II da PUC-Rio, localizado na cidade do Rio de Janeiro. Para a determinação da resistência ao cisalhamento deste solo, foram executados ensaios de cisalhamento direto em amostras submersas utilizando equipamento convencional e ensaios de cisalhamento direto com sucção controlada em amostras com umidade natural. Os ensaios de cisalhamento direto com sucção controlada foram executados utilizando o equipamento desenvolvido na PUC-Rio por de Campos (1988), na qual utiliza a técnica de translação de eixos desenvolvida por Hilf (1956) para o controle da sucção aplicada. Para a determinação da relação sucção-umidade, foram realizados ensaios para a medição da sucção utilizando-se o método do papel filtro. Através dos resultados deste ensaio foi possível a determinação da curva característica do solo em estudo. Foram realizados também ensaios de compressão diametral a fim de se estabelecer uma relação entre a resistência à tração deste solo versus sua sucção. Através da análise dos resultados experimentais, foi possível a determinação da envoltória de resistência ao cisalhamento em 3 dimensões considerando a proposta de Fredlund et al. (1978), na qual se baseia na utilização das variáveis de tensão (tensão normal n - ua) e (ua - uw). / [en] In this present work one searched to evaluate the characteristics of shear strength and the suction-moisture relation of a tropical mature soil found in experimental field II of PUC-Rio, located in the city of Rio de Janeiro. For the determination of the shear strength of this soil, direct shear test in submerged samples using conventional equipment and direct shear tests with controlled suction in samples with natural moisture had been executed. The direct shear tests with controlled suction had been executed using the equipment developed in PUC-Rio for De Campos (1988), in which it uses the technique of translation of axles developed by Hilf (1956) for the control of the applied suction. Tests for the measurement of the suction which uses the filter paper method was carried through for the determination of the suction-moisture relation. Through the results of this test, the determination of the soil-water characteristic curve of this soil was possible. Diametrical compression test had also been carried through in order to establish a relation between the tensile strength of this soil versus its suction. Through the analysis of the experimental results, the determination of the shear strength envelope in tri-dimensions was possible considering the proposal of Fredlund et al. (1978), on which it bases on the use of the variables of tension (normal tension n - ua) and (ua - uw).

Made available in DSpace on 2014-07-29T15:18:22Z (GMT). No. of bitstreams: 1 Dissertacao Arlam Carneiro Silva Junior.pdf: 5610626 bytes, checksum: fe6e7853bf1c86d2facd82a4cb682131 (MD5) Previous issue date: 2011-03-03 / The evaluation of soil-atmosphere interaction is crucial in several examples of geotechnical works as compaction operations, construction and operation of dams and slope stability. Generally, in these examples, the soils are in unsaturated state. The main objective of this study is to assess and refine the mechanistic approach to predict the changing conditions of suction and moisture of a soil profile unsaturated. Three methods for predicting soil-water characteristic curve were evaluated, and a new method was proposed. The prediction methods, examined in this study, are based on particle size and other index properties. Were considered the soil of the experimental field of Furnas in Aparecida de Goiania (Goiás - Brazil), the soil of the experimental field of the University of Brasilia and soils of temperate climate. Good results were obtained from the prediction methods used. Were monitored for six months, the water content, suction, groundwater and atmospheric conditions of the experimental field of Furnas. The water content was obtained by removal of soil samples and suction was obtained by two measuring methods: filter paper and tensiometer. A device for installation and under the filter paper in the field was developed. The method of the paper filter had good results of total suction and the use of a tensiometer allowed measurements of a limited range of matric suction. Water content and suction predictions were made for the experimental field of Furnas from numerical analysis. It considered soil-water characteristic curves experimental and provided in numerical analysis. It have found most difficult to predict suction and moisture for the shallowest depth analyzed. / A avaliação da interação solo-atmosfera tem um papel fundamental em diversos exemplos de obras geotécnicas como operações de compactação, construção e operação de barragens e estabilidade de taludes. E geralmente, nestes exemplos, os solos se encontram no estado não saturado. Este trabalho tem como objetivo principal avaliar e aperfeiçoar a abordagem mecanística de previsão das variações das condições de sucção e umidade de um perfil de solo não saturado. Foram aplicados e avaliados três métodos de previsão de curva característica solo-água, e um novo método foi proposto. Os métodos de previsão, analisados nesta pesquisa, são baseados na granulometria do material e outras propriedades índice. Foram considerados para previsão os solos do campo experimental de Furnas em Aparecida de Goiânia (Goiás), do campo experimental da Universidade de Brasília e três solos de clima temperado do Canadá. Foram obtidos bons resultados de previsão a partir dos métodos utilizados. Foram monitorados, durante seis meses, as condições de umidade, sucção, lençol freático e condições atmosféricas do campo experimental de Furnas. A umidade foi obtida através da retirada de amostras do solo e a sucção foi obtida por dois métodos de medição: papel filtro e tensiômetro. Um dispositivo para instalação e abrigo do papel filtro no campo foi desenvolvido. A aplicação do método do papel no campo teve bons resultados de sucção total e a utilização do tensiômetro permitiu a medição de uma limitada faixa de sucção matricial. Foram ainda realizadas previsões de sucção e umidade para o campo experimental de Furnas a partir de análises numéricas. Curvas características solo-água experimentais e previstas foram consideradas nas análises numéricas. Foram encontradas maiores dificuldades para prever sucção e umidade para o metro mais raso analisado.

INTRODUÇÃO: A punção aspirativa por agulha fina guiada por ecoendoscopia (PAAF-EE) é método consagrado para o diagnóstico de lesões sólidas de pâncreas. A aplicação de pressão negativa (PN) durante a PAAF-EE tem objetivo de manter o tecido junto à ponta cortante da agulha durante sua passagem através da lesão, resultando no desprendimento e retenção de células. A capilaridade (CP) é outra técnica que utiliza a retirada gradual do estilete durante a PAAF-EE e parece ser igualmente eficaz, além de evitar aspiração indesejada de hemácias e coágulos. OBJETIVO: Analisar o rendimento da ecopunção de lesões sólidas pancreáticas utilizando PN versus (vs) CP e os aspectos citológicos qualitativos e semiquantitativos da celularidade e contaminação por sangue dos grupos estudados. MÉTODO: No estudo, foram randomizados 50 pacientes com lesões sólidas de pâncreas para realização de PAAF-EE. Cada paciente foi submetido a quatro punções, intercalando as duas técnicas. A ordem das punções foi randomizada por computador. O grupo A (PN, CP, PN, CP) e o grupo B (CP, PN, CP, PN). RESULTADOS: As sensibilidade, especificidade e acurácia da PN vs CP foram 95,2% vs 92,3%; 100% vs 100%; 95,7% vs 93%, respectivamente. Quando foi considerada a associação das duas técnicas (PN+CP), os resultados da sensibilidade, especificidade e acurácia foram 95,6%, 100% e 96%. O valor preditivo positivo (VPP) foi alto para todas técnicas (100%) e os valores preditivos negativos (VPN) para PN, CP e associação dos métodos foram de 66,7% vs 57,1% vs 66,7%, respectivamente. Não houve diferença estatística no rendimento diagnóstico entre a PN e CP: 88% vs 80% (p=0,344), entretanto as técnicas somadas (PN+CP) foi superior à CP isolada: 94% vs 80% (p=0,016). A avaliação citológica qualitativa e semi-quantitativa de celularidade e contaminação por sangue no esfregaço e emblocado pelas técnicas de PN e CP não apresentou diferença estatística (p>0,05). CONCLUSÃO: O rendimento diagnóstico da PAAF-EE pela técnica de PN versus CP de massas sólidas de pâncreas não apresenta diferença estatística, entretanto a utilização das técnicas combinadas é superior, particularmente em relação à CP isolada. A celularidade e contaminação por sangue é semelhante independente da técnica utilizada (PN ou CP) ou do tipo de preparação citológica (esfregaço ou emblocado) / BACKGROUND: Endoscopic ultrasound fine needle aspiration (EUS-FNA) is an established diagnostic method for solid pancreatic masses. Application of negative pressure (NP) during EUS-FNA has the purpose of holding tissue against the cutting edge of the needle as it is moved through the lesion leading to cell detachment and drawing them up. Capillary (CP) sampling is another technique that removes the needle stylet gradually and continuously during the EUS-FNA and seems to have comparable results with less blood and clot aspiration. AIM: Analyze diagnostic yield of EUS-FNA of pancreatic solid mass using NP versus CP and evaluate cytological qualitative and semi-quantitative features of cellularity and blood contamination of each group. METHOD: A total of 50 patients were randomized for NP or CP EUSFNA with a standard 22G needle. Each patient had four passes using NP and CP in an alternate fashion. Computer randomization generated two groups. Group A (NP, CP, NP, CP) and group B (CP, NP, CP, NP). RESULTS: Diagnostic yield of NP versus CP had no statistical difference (p=0.344). Both techniques (NP+CP) was superior to CP alone (p=0.016), but not to NP alone (p=0.25). Sensitivity, specificity and accuracy of NP vs CP were 95.2% vs 92.3%; 100% vs 100%; 95.7% vs 93%, respectively. Results for sensitivity, specificity and accuracy of both NP+CP were 95.6%, 100% and 96%. Positive predictive value was high for all techniques (100%) and Negative predictive value for NP, CP and both techniques were 66.7%, 57.1% and 66.7%, respectively. NP and CP smears and cell blocks had no statistical differences in qualitative and semi-quantitative citological evaluation for cellularity and bloodiness (p > 0.05). CONCLUSIONS: NP versus CP in EUS-FNA of solid pancreatic mass yielded similar overall outcomes in terms of diagnostic performance, however the combination of both techniques is superior, particularly compared to CP alone. Cellularity and bloodiness are equivalent no matter which technique (NP or CP) or type of cytological preparation (smear or cell block) is used

Les matériaux granulaires sont souvent utilisés dans les chaussées à faible trafic, pour la réalisation des couches d'assise non liées. L'objectif de la thèse est une meilleure compréhension du comportement hydromécanique des matériaux granulaires insaturés sous charge répétée en tenant compte des différents effets couplés: teneur en eau et teneur en fines. Une série d'essais triaxiaux à chargements répétés (TCR) est réalisée avec les différents échantillons de sable de Missillac remodelés à différentes teneurs en eau et en fines pour caractériser les comportements de déformation permanent et résilient. En outre, les courbes de rétention sont obtenues par des essais de succion. Puis, sur la base des résultats expérimentaux, les modèles de déformations permanentes et réversibles existants sont améliorés pour prendre en compte les teneurs en fines et en eau variables. Finalement, le comportement de l'état limite du sable Missillac est estimé avec les effets des teneurs en fines et en eau. / Granular materials are often used in low traffic pavement structures as unbound granular base and sub-base layers. The objective of this context is a better understanding of hydromechanical behaviour (deformation behaviour mainly) of the unsaturated granular materials under repeated loading taking into account the various coupled effects: water content and fine content. A series of RLTTs are conducted with the different remolded Missillac sand samples at different water contents and fine contents to characterize the permanent and resilient deformation behaviour. Besides, the soil water retention curves (SWRCs) are obtained by suction measurement. Then, based on the experimental results, the existing permanent and resilient deformation models are improved to accommodate to the changeable fine content and water content. In the end, the shakedown behaviour of Missillac sand is estimated with the effects of fine content and water content.

This thesis describes analysis and optimization of existing heating system aboveground fire sprinkler water tanks. The purpose is to design a heating system so as to achieve optimal operating and economic conditions for the operation of heating in winter. I will use available computer software and adhere to the applicable regulations and standards. Using experi-mental methods and computer simulations I will assess the current state of the heating system which in turn will provide an optimizing its use and operation.

Forms of cavernous weathering - tafoni and honeycombs - belong to long-term investigated and discussed phenomena in geology. The reason for the difference in size between few centimetres- long honeycombs and the several-metres-long tafoni has not been yet studied. In my master thesis I compared the hydraulic properties of rocks with developed honeycombs and tafoni. The research consists of field measurements (measurement of suction pressures and capillary water absorption using Karsten tube) and laboratory measurements on tafoni and honeycomb samples (retention curve measurement, capillary water absorption, water vapour diffusion rate and saturated hydraulic conductivity). I have been studing honeycombs from various sites in the Bohemian Cretaceous Basin and tafoni from three different sites: Carbon Arkoses near Kralupy nad Vltavou, Cambrian Sandstone in Petra (Jordan) and Tunnel Spring Tuff in Crystal Peak (Utah). The measurements showed that values of suction pressure are far higher inside tafoni than inside honeycombs. This observation corresponds to different retention curves of studied rocks: steeper retention curve for honeycomb's quartz sandstone than for fine-grained arkosic sandstones to arkoses with tafoni. In the other part of my research I have compared the properties of hydrophobic...

Gelfill (GF) is made of tailings, water, binder and chemical additives (Fillset, sodium silicate gel). The components of GF are combined and mixed on the surface and transported (by gravity and/or pumping) to the underground mine workings, where the GF can be used for both underground mine support and tailings storage. Thermal (T), hydraulic (H), and mechanical (M) properties are important performance criteria of GF. The understanding of these engineering properties and their evolution with time are still limited due to the fact that GF is a new cemented backfill material. In this thesis, the evolution of the thermal, hydraulic, mechanical, and microstructural properties of small GF samples are determined. Various binder contents of Portland cement type I (PCI) are used. The GF is cured for 3, 7, 28, 90, and 120 days. It is found that the thermal, hydraulic and mechanical properties are time-dependent or affected by the degree of binder hydration index. Furthermore, a relationship is found between the compressive strength and the saturated hydraulic conductivity of the GF samples. The unsaturated hydraulic properties of GF samples have also been investigated. The outcomes show that unsaturated hydraulic conductivity is influenced by the degree of binder hydration index and binder content, especially at low suction ranges. Simple functions are proposed to predict the evolution of air-entry values (AEVs), residual water content, and fitting parameters from the van Genuchten model with the degree of hydration index (α). Furthermore, two columns are built to simulate the coupled thermo-hydro-mechanical (THM) behaviour of GF under drained and undrained conditions. The obtained results from the GF columns are compared with the small samples. It is observed that the mechanical properties, hydraulic properties (suction and water content), and temperature development are strongly coupled. The magnitude of these THM coupling factors is affected by the size of the GF. The findings also show that the mechanical, hydraulic and thermal properties of the GF columns are different from samples cured in plastic moulds.

This master's thesis is specialised in designing of small hydropower plant for specific location. In work should be designed suitable turbine for parameters found on the site, then created a basic project documentation of small hydropower plant with all devices and used principles, so that the plant would be capable of operation. In the next part of thesis should be extented the calculation of flow in the turbine delivery and assessed effect of geometry of turbine delivery on the flow.