The purpose of this thesis was to develop an economical, sustainable, and environmentally friendly straw Medium Density Fibreboard (MDF) process, capable of full-scale manufacturing and to produce MDF of requested quality. The investigated straw was based on wheat (Triticum aestivum L.) and rice (Oryzae sativa L.). In this thesis three different methods were taken for manufacture of straw MDF; (A) wheat-straw fibre was blowline blended with melamine-modified urea-formaldehyde (MUF), (B) rice-straw fibre was mixed with methylene diphenyl diisocyanate (MDI) in a resin drum-blender, and (C) wheat-straw fibre was activated in the blowline by the addition of Fenton’s reagent (H2O2/Fe2+) for production of non-resin MDF panels.  The MUF/wheat straw MDF panels were approved according to the requirements of the EN standard for MDF (EN 622-5, 2006). The MDI/rice-straw MDF panels were approved according to requirements of the standard for MDF of the American National Standard Institute (ANSI A208.2-2002). The non-resin wheat-straw panels showed mediocre MDF panel properties and were not approved according to the requirements in the MDF standard. The dry process for wood-based MDF was modified for production of straw MDF. The straw MDF process was divided into seven main process steps. 1.       Size-reduction (hammer-milling) and screening of straw 2.       Wetting and heating of straw 3.       Defibration 4.       Resination of straw fibre 5.       Mat forming 6.       Pre-pressing 7.       Hot-pressing       The primary results were that the straw MDF process was capable of providing satisfactory straw MDF panels based on different types of straw species and adhesives. Moreover, the straw MDF process was performed in pilot-plant scale and demonstrated as a suitable method for producing straw MDF from straw bales to finished straw MDF panels. In the environmental perspective the agricultural straw-waste is a suitable source for producing MDF to avoid open field burning and to capture carbon dioxide (CO2), the biological sink for extended time into MDF panels, instead of converting straw directly into bio energy or applying straw fibre a few times as recycled paper. Additionally, the straw MDF panels can be recycled or converted to energy after utilization. A relationship between water retention value (WRV) of resinated straw fibres, the thickness swelling of corresponding straw MDF panels, and the amount of applied adhesive was determined. WRV of the straw fibre increased and the TS of straw MDF declined as a function of the resin content. The empirical models developed were of acceptable significance and the R2 values were 0.69 (WRV) and 0.75 (TS), respectively. Reduced thickness swelling of MDF as the resin content is increased is well-known. The increase of WRV as a function of added polymers is not completely established within the science of fibre swelling. Fortunately, more fundamental research can be initiated and likely a simple method for prediction of thickness swelling of MDF by analysis of the dried and resinated MDF fibres is possible. / Syftet med denna avhandling var att lägga grunden för en ekonomisk, hållbar och miljövänlig MDF process för halmråvara, kapabel för fullskalig produktion av MDF och goda skivegenskaper. Framställningen av MDF skivor utgick från halm av vete (Triticum aestivum L.) och ris (Oryzae sativa L.). Tre olika metoder användes för att producera MDF av halm; (A) fibrer av vetehalm belimmades i blåsledning med ett melaminmodifierat urea-formaldehydlim (MUF), (B) fibrer av rishalm belimmades i en limblandare med metylen difenyl diisocyanate (MDI), (C) Limfria MDF skivor av vetehalm framställdes med aktivering av fibrer genom tillsats av Fenton´s reagens (H2O2/Fe2+) i blåsledning utan någon tillsats av syntetiskt lim. Sammanfattningsvis kan det understrykas att framställda MDF-skivor av MUF/vetehalm var godkända enligt standard för MDF (EN 622-5, 2006). Dessutom var framställda MDF skivor av MDI/rishalm också godkända enligt krav i standard för MDF ”American National Standard Institute” (ANSI A2008.2-2002). Limfria vetehalmskivor visade på måttliga skivegenskaper och klarade inte kraven i MDF standard.   Fiberframställningsprocessen för MDF modifierades till en produktion utgående från halm. MDF processen för halm delades upp i sju primära processoperationer.   (1)            Storleksreducering och sållning av halm (2)            Vätning och uppvärmning av halm (3)            Defibrering (4)            Belimning av halmfiber (5)            Mattformning (6)            Förpressning (7)            Pressning   De viktigaste resultaten från denna studie är att MDF av halm kunde produceras utgående från olika typer av halmsorter och lim. Dessutom utfördes MDF-processen i pilotskala och visade på en lämplig metod för framställning av MDF-skivor från halmbalar till färdiga halmfiberskivor. Det miljömässiga perspektivet på att använda jordbruksavfall till framställning av halmskivor är att undvika förbränning av halm ute på fältet, men det är även möjligt att binda koldioxid (CO2) i halmskivor under längre tid än att omsätta halmråvaran omedelbart som bioenergi eller använda halmfiber som returpapper några få gånger. Dessutom kan MDF återanvändas eller bli omsatt till energi efter användning.   Ett förhållande mellan ”water retention value” (WRV), av belimmade halmfiber, tjocklekssvällning för motsvarande MDF av halmskivor och mängden av tillsatt lim vid olika nivåer har undersökts. Med ökande limhalt tilltog WRV fibersvällning, vidare minskade tjocklekssvällning för motsvarande MDF skivor. De framtagna empiriska modellerna var godtagbara och beräknade R2 värden var 0.69 (WRV) och 0.75 (TS). Minskad tjocklekssvällning med ökad limhalt är dokumenterad sen tidigare. Ökad fibersvällning WRV vid tillsats av polymerer (limmer) är inte fullständigt etablerad inom vetenskapen för fibersvällning. Lyckligtvis kan grundläggande forskning initieras och sannolikt föreligger en enkel metod för att prediktera tjocklekssvällning av MDF genom analyser av torkade och belimmad MDF fiber.

Thesis (M. Tech. (Biomedical Technology)) -- Central University of Technology, Free State, [2014] / Pica is the habitual eating of non-food substances by humans and animals. It has different subgroups and these are defined by the ingested substance. Moreover, geophagia is a type of pica that refers to the consistent eating of mostly earth and earth-like substances such as clay and soil. It is observed in both sexes, all age groups and in different ethnic groups around the world. There are many reasons people give for the practice of geophagia, such as culture, hunger and health being the most prominent. Geophagic materials differ in texture, colour and taste. Soil colour classification according to the Munsell soil classification, which uses hues, values and chroma, sometimes differ with the soil colour being noticeable with the naked eye. However, geophagic clays from Qwa-Qwa are white and contain kaoline. Geophagic materials are believed to augment mineral deficiency, especially magnesium, calcium and iron. Geophagia is practised mainly by females, especially during their child bearing years. Females are more prone to iron deficiency anaemia due to their monthly menstruation cycle. Iron deficiency is the most common cause of anaemia and is classified as hypochromic microcytic anaemia (HMA). This study focused on the health aspect of geophagia. The research question seeks to explore whether there is an association between geophagia and the haematological parameters of iron deficiency anaemia. Geophagia seems to be linked with the occurrence of anaemia, but not iron deficiency anaemia, although it is implied. It is not known if the practice of geophagia causes iron deficiency anaemia or if it is because of iron deficiency anaemia that people practise geophagia. A pilot study was done in 2007, and the results of that study prompted that this study be performed on a bigger scale. The lack of information regarding the quantity, frequency and type of geophagic material consumed the impact of geophagia on haematological parameters and the iron status of the geophagists made it important that the primary existence of the iii relationship be investigated. In addition, research to establish whether there is a relationship between geophagia and haematological parameters of iron deficiency anaemia, has not been undertaken in South Africa, especially on non-pregnant women. Geophagia seems to always be accompanied by the subject of iron deficiency anaemia and especially its prevalence in females. The bigger geophagia project was therefore an ideal opportunity to do a specific survey on geophagic women. This was a cross-sectional study, consisting of 36 control women and 47 geophagic women, aged between 18-45 years. The participants completed a questionnaire to determine the geophagic practices, which included the colour of the clay, how frequent the clay was consumed, how much was consumed and for how long it has been consumed. Nutritional status was assessed using a food frequency questionnaire. Blood was drawn to assess the haematological and iron status of the participants. The participants of the study were within the required age range, with no significant difference between the groups (p-value=0.7914). The most consumed colour of clay was white and white clay contains kaoline, which has the ability to absorb iron in the duodenum. The majority of the participants consumed 40 grams of clay on a daily basis, with most of the participants having done so for 5 years. Diet was ruled out as the cause of iron deficiency. The haematological parameters indicated that the geophagic group (43%) were inclined to have hypochromic microcytic anaemia, while a small percentage of control groups (8%) had HMA; this was revealed by the red cell parameters and red cell indices. In addition, the odds ratio for the haematological results revealed that the probability of a geophagic person developing anaemia was two times greater than that of a non-geophagic person. Platelet results partially ruled out bleeding as a cause of anaemia. The median red cell distribution width indicated that the iv geophagic group was inclined to have anisocytosis. The geophagic group was found to have iron deficiency (75%), whilst the control group had a small percentage with iron deficiency (22%), which was validated by the serum ferritin, serum iron and saturated transferrin (chemical analysis). The odds ratio revealed that the probability of a geophagic person being iron deficient is 3 times greater than that of a non-geophagic person. The strongest association is seen with iron study findings, because being iron deficient showed the highest odd ratio than the association with red cell morphology and even haemoglobin. Thus, participants were more iron deficient than suffering from iron deficiency anaemia. Inflammatory and parasitic indicators proved that inflammation and infection was uncommon in both groups, and therefore did not compromise the credibility of the iron study results. Inflammatory indicators (white blood cells, erythrocyte sedimentation rate and C-reactive protein) ruled out inflammation, whilst eosinophil count showed no indication of parasitic infection for both geophagic and control groups. To conclude, the study found that an association exists between geophagia and haematological parameters of iron deficiency anaemia amongst geophagic women in Qwa-Qwa, in that geophagic material contributes to iron deficiency anaemia.

Le protocole pour le greffage irréversible du copolymère amphiphile polystyrène-b-poly (acrylate de sodium) PS-b-PANa, sur un substrat de mica et de silice hydrophobe a été développé, en utilisant la méthode de greffage à partir de solution. Les propriétés de surface du bloc chargé ont été évaluées. L’effet de la force ionique sur le gonflement des chaînes a été investigué par ellipsométrie. Les forces d’interaction entre les surfaces recouvertes du copolymère ont été évaluées par la technique SFA. Les profils de force ont démontré être stables et nettement répulsifs en compression et décompression, montrant l’irréversibilité du greffage. Les forces de frottement entre les brosses de PANa sont élevées, mais aucune évidence d’endommagement de la surface n’a été observée. La comparaison entre le comportement à la surface des chaînes de l’acide polyacrylique PAA et celles du PANa, obtenues par deux méthodes de greffage différentes, est également investiguée. / A protocol for irreversibly grafting of amphiphilic copolymer polystyrene-b-poly (sodium acrylate) PS-b-PANa onto hydrophobized mica and silica was developed, using the grafting to approach. Surface properties of charge block were evaluated. The swelling of chains and force ionic effect were studied by ellipsometry. The interaction forces and frictional forces were evaluated by SFA technique. Forces profiles were stable and clearly repulsive in loading and receding, indicating an irreversible grafting. High friction forces onto PANa brushes were determinate without evidence of damage at the surface. The comparison between solution behavior of polyacrylic acid, PAA and PANa brushes, obtained via different grafting methods, was equally investigated.

La variabilité des propriétés du bois ainsi que son hygroscopicité pourraient être un frein à son utilisation dans la construction, même s’il peut être considéré comme un matériau de choix dans le contexte environnemental et économique actuel. Il est donc primordial de mieux comprendre les origines physiques du comportement du bois pour être capable d’améliorer la prédiction de ses propriétés, et pouvoir ainsi le rendre plus compétitif par rapport aux autres matériaux de construction. Le comportement hygromécanique du bois, caractérisé par des variations dimensionnelles en présence de variations d’hygrométrie, est particulièrement difficile à prédire, du fait de sa microstructure multi-échelle et de ses interactions complexes avec l’eau.Dans ce contexte, la thèse vise à comprendre et enrichir les relations entre la microstructure du bois, ses propriétés de sorption et son comportement hygromécanique, en étudiant l’influence de l’hétérogénéité de l’accroissement annuel (cerne), constitué de bois initial et de bois final dont la structure et les propriétés présentent de nombreuses différences. Cette étude est menée sur du Douglas (Pseudotsuga menziesii (Mirb.) Franco), actuellement référencé comme un matériau de structure intéressant. Des outils de caractérisation avancés sont utilisés : la Résonance Magnétique Nucléaire (RMN) du proton pour caractériser les mécanismes de sorption ; la corrélation d’images volumiques (DVC) pour mesurer les champs de déformations à partir d’images 3D de microtomographie aux rayons X (µTRX), donnant aussi accès à la densité locale du bois.Après une introduction sur le matériau bois et un état de l’art sur son comportement hygromécanique, une caractérisation préliminaire de la microstructure (angle des microfibrilles, largeur de cerne, densité) et du comportement hygromécanique d’échantillons de bois initial et de bois final prélevés dans différents cernes est menée. Une forte anisotropie du bois initial est mise en évidence en opposition au comportement isotrope transverse du bois final. Les déformations suivant la direction des fibres présentent aussi de fortes non-linéarités peu discutées dans la littérature. Une discussion sur la variabilité des propriétés est par ailleurs engagée, ainsi que sur les relations structure-propriétés à l’échelle macroscopique.L’origine des différences de comportement hygromécanique entre le bois initial et le bois final est tout d’abord recherchée au niveau des mécanismes de sorption, au travers une étude de relaxométrie RMN du proton en 2D (cartes T1-T2). Deux types d’eau liée situés dans des environnements distincts sont mis en évidence et leur isotherme de sorption diffère dans les deux types de bois. Une hypothèse sur leur localisation dans la paroi cellulaire est proposée, puis une modélisation simplifiée 2D est effectuée pour évaluer leur impact respectif sur le comportement hygromécanique du bois initial et du bois final, en particulier dans la direction des fibres.Enfin, les champs de déformations locaux et globaux sont étudiés en analysant par DVC des images de µTRX de bois initial et de bois final soumis à différentes sollicitations hydriques. Le couplage entre ces deux matériaux est aussi étudié pour évaluer leurs interactions et comprendre le comportement du bois à l’échelle du cerne. Un protocole de DVC adapté aux images de bois est proposé. Les comportements hygromécaniques du bois initial, du bois final et du cerne sont comparés. A l’échelle locale, des hétérogénéités du champ de déformations sont mises en évidence et corrélées à la densité locale. Leur effet sur le comportement du cerne et sur la courbure des échantillons induite par le chargement hydrique est analysé. Une modélisation 3D par éléments finis, tenant compte des gradients locaux de propriétés, vient enfin compléter cette étude pour améliorer la compréhension des interactions mécaniques entre le bois initial et le bois final / Wood has highly variable properties and is also hygroscopic. These characteristics may restrict its use in construction even if it can be considered as a material of choice with the current environmental and economical concerns. Therefore, it is essential to better understand the physical origins of the behavior of wood in order to improve the prediction of its properties, and making it competitive with respect to other building materials. Dimensional changes of wood appear when it is subjected to relative humidity variations. This hygromechanical behavior is particularly difficult to predict because of the multiscale structure of wood and its complex interactions with water.In this context, the present work aims to understand and enrich relationships between microstructure, sorption properties and hygromechanical behavior of wood. More specifically, it is focused on the influence of the growth-ring heterogeneity, constituted of earlywood and latewood which have different structures and properties. The study is performed on Douglas fir (Pseudotsuga menziesii (Mirb.) Franco), which is a species of significant interest for structural applications. Advanced characterization tools are used: proton Nuclear Magnetic Resonance (NMR) to characterize sorption mechanisms; digital volume correlation (DVC) to measure deformation fields from X-Ray microtomography 3D images (XRµT), also providing local density of wood.At first wood properties and its hygromechanical behavior are described through a literature overview. Preliminary microstructural (microfibril angle, growth-ring width, density) and hygromechanical behavior characterizations of earlywood and latewood samples with different cambium age are performed. Earlywood reveals a strong anisotropic behavior compared to latewood which is isotropic in the transversal plane. Moreover, strains along the fiber direction nonlinearly evolve with moisture content. This phenomenon has been hardly reported and studied in the literature. Discussions on variability of properties and on relationships between structure and properties are also initiated.Sorption mechanisms are then studied by 2D NMR relaxometry (T1-T2 correlation spectra) in order to investigate differences between earlywood and latewood hygromechanical behaviors. Two types of bound water located in distinct environments are highlighted and their sorption isotherms are shown to be different in the two types of wood. A hypothesis on their location in the cell-wall is proposed and a simple 2D model is developed to evaluate their respective effect on the hygromechanical behavior of earlywood and latewood, especially in the fiber direction.Furthermore, local and global strains fields are studied using DVC from XRµT images of earlywood and latewood subjected to relative humidity variations. The coupling of these two materials is also investigated in order to evaluate their mechanical interactions and to understand the behavior at the growth-ring scale. A specific DVC procedure is developed for images of wood. The hygromechanical behaviors of earlywood, latewood and a growth-ring are compared. At the local scale, strains fields heterogeneities are highlighted and correlated to the local density. Their effect on the growth-ring behavior and the samples curvature is analyzed. A 3D finite elements model which takes into account local gradients of properties is finally developed to better understand earlywood-latewood mechanical interactions

Trä är ett förnybart material till skillnad mot många andra byggnadsmaterial. Andelen trä inom byggnadsindustrin kan ökas genom att använda trädymlingsförband som ett substitut till skruvar och spikar. Skruvar och spikar tillverkas av metaller, vilka inte är förnybara material. Tillverkningsprocessen av metallbaserade material är mer energikrävande än den för trämaterial och har därför en större inverkan på vår miljö.Syftet med studien var att undersöka vidhäftningskapaciteten hos trädymlingsförband, olimmade och limmade av träslagen bok och furu. Fastsättningen av de olimmade trädymlingarna gjordes med insvällning. Insvällning innebar i studien att trädymlingarna först torkades, vartefter de placerades i en regel i inomhusklimat. Trädymlingarna strävade därefter att uppnå fuktkvotsjämvikt vilket medförde svällning. Vidhäftningskapaciteten för trädymlingsförband bör kunna konkurrera med utdragskapaciteten för till exempel spik för att vara praktiskt användbart.Trycktester har genomförts i laborationssalen i hus 45 på Högskolan i Gävle för att fastställa trädymlingarnas kraftupptagningsförmåga. Trycktesterna genomfördes i en drag- och tryckmaskin av modellen Shimadzu AG-X. Resultaten av testerna har sedan jämförts med den teoretiska utdragskapaciteten för spik. Karakteristiska hållfasthetsvärden har beräknats utifrån trycktestsresultaten.Resultatet av studien visar att endast de limmade trädymlingarna kan konkurrera med utdragskapaciteten hos spik. Limmade trädymlingar kan därför vara ett substitut till spik. Karakteristiska hållfasthetsvärden för limmad bok och limmad furu är 5,2 kN respektive 4,3 kN. / Wood is a renewable material, unlike many other building materials. The amount of wood used in the construction industry can be increased by using wooden dowels as a substitute for screws and nails. Screws and nails are made of metals, which are non-renewable materials. The manufacturing process of metal-based materials is more energy consuming than it is for wooden materials and therefore it has a greater impact on our global environment.The purpose of this study was to investigate the adhesion capacity of wooden dowel-joints, non-glued and glued made out of beech and pine. The attachment of the non-glued wooden dowels was achieved by swelling of the wood. Swelling was achieved by first drying the wooden dowels in an oven and then letting them acclimatize with the surrounding materials and the relative air humidity. The adhesion capacity of the wooden dowels should be able to compete with the withdrawal strength of nails to be practically useful.Tensile strength tests have been carried out in the laboratory in house 45 at the University of Gavle to determine the adhesion capacity of wooden dowel-joints. The tensile strength tests were performed with a Shimadzu AG-X machine. The results of the tests have been compared with the theoretical withdrawal strength for nails. Characteristic strength values have also been calculated from the tensile strength test results for the wooden dowels.The results of the study shows that only the glued wooden dowels can compete with the withdrawal strength of nails. Glued wooden dowels can therefore be a substitute for screws and nails. The calculated characteristic values for glued beech-dowels and glued pine-dowels are 5,2 kN respectively 4,3 kN.

No description available.

Les progrès technologiques récents en imagerie par résonance magnétique (IRM) ont ouvert la voie à une résolution spatiale de l’ordre de quelques microns, et donc à l’imagerie de cellules biologiques. Dans le cadre de ce projet, nous avons réalisé des expériences de microscopie IRM sur le système nerveux de l’aplysie (Aplysia californica), particulièrement adapté de par sa simplicité et de par la très grande taille de ses neurones, en vue d’étudier des processus à échelle cellulaire avec divers contrastes IRM. Les expériences d’imagerie ont été effectuées sur un aimant horizontal 17.2 Tesla, à des résolutions spatiales jusqu’à 25 µm isotrope. Le travail initial a consisté en la conception et fabrication de micro-antennes radiofréquences adaptées à la taille de neurones uniques et de ganglions. La première partie du projet a porté sur l’utilisation de l’ion manganèse (Mn2+) comme traceur de réseaux neuronaux dans le ganglion buccal de l’aplysie. Le manganèse (Mn) est un agent de contraste IRM qui pénètre dans les neurones par les canaux de calcium. La cartographie des projections axonales des neurones moteurs du ganglion dans chacun des nerfs périphériques a été établie. Il a également été démontré l’existence d’un transport actif du Mn2+ au sein du réseau neuronal activé par le neurotransmetteur dopamine. Dans un second temps, on s’est intéressé à deux méthodes de mesure de diffusion par IRM, à échelle microscopique. D’une part, un mécanisme de pondération en diffusion, DESIRE (Diffusion Enhancement of SIgnal and REsolution), original et particulièrement adapté à des échantillons petits, a été exploré. La séquence DESIRE a été implémentée en deux dimensions et testée avec succès sur fantôme. Le rehaussement mesuré était en accord avec les prévisions théoriques. Le grand défi à venir sera d’utiliser cette séquence pour acquérir des images de tissu biologique pondérées en diffusion avec un contraste unique. D’autre part, une séquence plus « classique » a été implémentée pour mesurer le coefficient de diffusion apparent (ADC) dans le tissu nerveux. Il s’agit d’une DP-FISP (Diffusion Prepared Fast Imaging with Steady-state free Precession) en trois dimensions, qui répond aux critères de résolution spatiale et de rapidité, avec un minimum d’artefacts. Cette séquence a permis d’étudier l’évolution de l’ADC de l’eau à différentes échelles du tissu nerveux en réponse à un stress cellulaire. Les deux sollicitations retenues étaient un choc hypotonique ou l’ajout d’ouabaïne. Des mesures d’ADC ont été effectuées sur des corps neuronaux isolés et sur du tissu de ganglion, avant et après sollicitation. Les deux types de stress ont entraîné une augmentation de l’ADC dans la cellule et une diminution globale de l’ADC dans le tissu. Ces résultats soutiennent l’hypothèse que la diffusion ralentie de l’eau habituellement observée dans un tissu ischémié (ou dans d’autres conditions associées à un gonflement cellulaire) est due à l’augmentation de surface membranaire. / Recent progress in magnetic resonance imaging (MRI) has opened the way for micron-scale resolution, and thus for imaging biological cells. In this thesis work, we performed magnetic resonance microscopy (MRM) on the nervous system of Aplysia californica, a model particularly suited due to its simplicity and to its very large neuronal cell bodies, in the aim of studying cellular-scale processes with various MR contrasts. Experiments were performed on a 17.2 Tesla horizontal magnet, at resolutions down to 25 µm isotropic. Initial work consisted in conceiving and building radiofrequency microcoils adapted to the size of single neurons and ganglia. The first major part of the project consisted in using the manganese ion (Mn2+) as neural tract tracer in the buccal ganglia of Aplysia. Manganese is an MR contrast agent that enters neurons via voltage-gated calcium channels. We performed the mapping of axonal projections from motor neurons into the peripheral nerves of the buccal ganglia. We also confirmed the existence of active Mn2+ transport inside the neural network upon activation with the neurotransmitter dopamine. In the second major part of the project, we tested the potential of two diffusion MRI sequences for microscopy. On the one hand, we explored a very original mechanism for diffusion weighting, DESIRE (Diffusion Enhancement of SIgnal and REsolution), particularly suited for small samples. The two-dimensional DESIRE sequence was implemented and successfully tested on phantoms. The measured enhancement was consistent with theoretical predictions. Using this sequence to produce diffusion weighted images with an unprecedented contrast in biological tissue remains a challenge. On the other hand, a more “standard” sequence was implemented to measure the apparent diffusion coefficient (ADC) in nervous tissue with MRM. This sequence was a three-dimensional DP-FISP (Diffusion Prepared Fast Imaging with Steady-state free Precession), which met criteria for high resolution in a short acquisition time, with minimal artifacts. Using this sequence, we studied the changes in water ADC at different scales in the nervous system, triggered by cellular challenges. The challenges were hypotonic shock or exposure to ouabain. ADC measurements were performed on single isolated neuronal bodies and on ganglia tissue, before and after challenge. Both types of stress produced an ADC increase inside the cell and an ADC decrease at tissue level. The results favor the hypothesis that the increase in membrane surface area associated with cell swelling is responsible for the decrease of water ADC in tissue, typically measured in ischemia or other conditions associated with cell swelling.

Ce travail vise à étudier les propriétés de transport et le comportement poromécaniquede fluides simples confinés dans des nanopores lamellaires par le biais de simulationsmoléculaires. Pour ce faire, nous avons proposé différents schémas de simulations de ladynamique moléculaire dans des ensembles adaptés aux propriétés étudiées (diffusion demasse, viscosité, force de friction, gonflement …). Il a été note que les propriétés de transportde fluides fortement inhomogènes variaient fortement dans la direction perpendiculaire auxmurs solides. Nous avons alors proposé une approche non-locale permettant de déterminerquantitativement la viscosité locale de fluides inhomogènes à partir du profil de densité etapplicable pour des sphères dures, molles et le fluide de Lennard-Jones. Il a été égalementmontré qu’un fluide de Lennard-Jones fortement confiné pouvait avoir un comportementviscoplastique (et rhéofluidifiant) si un ordre structurel était induit dans le fluide par laposition relative des murs solides. Enfin, nous avons montré qu’une modification importantede la pression de solvatation du fluide confiné peut être induite par cisaillement ce qui peutinduire un gonflement « dynamique » d’un nanopore lamellaire. / This work aims at investigating the transport properties and the poromechanics of simple spherical fluids confined in slit nanopores through molecular simulations. To do so, we have proposed different schemes to perform molecular dynamics simulations in ensembles adequate to deal with the properties we were looking after (mass diffusion, shear viscosity,friction force, swelling …). The transport properties of strongly inhomogeneous fluids were found to be varying with space perpendicularly to the solid walls. We have then proposed a non-local approach to determine quantitatively the local shear viscosity of such inhomogeneous fluids from the density profile applicable from the Hard-Sphere to the Lennard-Jones fluids. In addition, it has been shown that highly confined Lennard-Jones fluid may exhibit a visco-plastic (+ shear thinning) behavior when a strong structural order is induced in the whole confined fluid because of the relative position of the solid walls. Finally, it was demonstrated that shear induced modifications of the solvation pressure of a confined fluid may exist that leads to a “dynamic” swelling when a slit micropore is sheared.

A presente tese tem por objetivo contribuir para o conhecimento do comportamento dependente do tempo das rochas de anidrita e gipso. O maior interesse é fornecer argumentos convincentes sobre os mecanismos físicos responsáveis pelas deformações lentas observadas em algumas escavações subterrâneas realizadas em maciços dessas rochas na Europa, aspecto este que hoje está bastante confuso e escassamente estudado. A hipótese central desta pesquisa é que o comportamento dependente do tempo das rochas de anidrita e gipso deve-se parcial e/ou totalmente às propriedades reológicas (fluência) e não exclusivamente a expansão decorrente da transformação anidrita – gipso como a maioria dos autores sustenta. Este problema será analisado a partir de uma perspectiva experimental através de ensaios específicos. Os ensaios de expansão axial livre em rochas de anidrita permitiram concluir que quando submersas em água destilada, experimentam diminuição de volume por dissolução. Já as amostras de anidrita em contato com solução saturada em 'CA'SO IND.4' mostram uma relação não linear entre deformação axial e o tempo indicando uma taxa de expansão que decresce com o tempo. As taxas de expansão axial variam entre 0,3 e 2,4%/ano. A novidade é que esta expansão se deve à deposição de uma camada contínua formada por neocristais de gipso e não a expansão por hidratação da anidrita como acontece com os argilominerais. O mecanismo de transformação consiste na dissolução da anidrita e posterior precipitação do gipso em condições de sobre-saturação da solução. A transformação mineralógica acontece, na natureza, em condições propícias de temperatura e saturação da solução com íons 'CA POT.2+' e 'SO IND.4'POT.2-'. Propõe-se uma teoria alternativa sobre deformações lentas de maciços sulfáticos baseada na força de cristalização decorrente da deposição de cristais de gipso nas juntas do maciço rochoso. Propõe-se utilizar as formulações termodinâmicas propostas para expansão de concretos por crescimento de etringita e gipso. Os ensaios de fluência uniaxial sob compressão axial constante mostram que ambos os tipos de rochas sulfáticas apresentam comportamentos elasto-visco-plásticos e taxas de deformação axial e lateral da ordem de '10 POT.-12' a '10 POT.-10' 'S POT.-1'. A deflagração da fluência secundária acontece sob tensões de 4 – 6 MPa para gipsitas e de 25 – 40 MPa para anidritas. As análises sobre os possíveis mecanismos de deformação por fluência foram inconsistentes e nenhuma conclusão definitiva foi atingida. Aparentemente a baixas tensões atuariam mecanismos de difusão e dissolução por pressão. A tensões intermediárias dominariam mecanismos de deslocamentos intra e intercristalinos e a altas tensões as rochas deformariam por propagação de microfissuramento. Ensaios de fluência acoplados a sensores de emissão acústica mostram a manifestação de eventos microssísmicos que usualmente se atribuem à propagação de microfraturas mas que podem dever-se a outros mecanismos. Tanto as taxas de expansão axial como de fluência são compatíveis com as taxas de convergência medidas em algumas obras subterrâneas escavadas em maciços sulfáticos, verificando a hipótese central da pesquisa / The purpose of this thesis is to contribute for the knowledge of time-dependent behavior of sulfatic rocks of anhydrite and gypsum. Emphasis is given to provide straightforward arguments about physical mechanisms responsible for creep observed in some underground excavations in those rocks in Europe. Explanation for this phenomena is not clear yet and studies about them are still scarce. The backbone idea behind this research is that the time-dependent behavior of anhydrite and gypsum is totally or at least partially due to rheological properties, and not exclusively due to swelling resulting from the anhydritegypsum transformation. This problem was investigated experimentally with specific tests. Free swelling tests on anhydrite led to the conclusion that when immersed into distilled water, volume decrease due to dissolution is observed. Anhydrite samples in contact with a saturated solution of 'CA'SO IND.4' present a nonlinear relationship between axial strain and time, indicating swelling rate decreasing with time. Axial swelling rates vary between 0,3% and 2,4%/year. The new concept is that this swelling is due to the deposition of a continuous layer of gypsum composed by gypsum neo-crystals, and not due to hydration swelling of anhydrite, a usual with clay minerals. The transformation mechanism consists of anhydrite dissolution and later precipitation of gypsum under over-saturation condition of the solution. The mineralogical transformation takes place in nature under favorable conditions of temperature and solution saturation with 'CA POT.2+' and 'SO IND.4'POT.2-' ions. An alternative theory is proposed about creep of sulfatic rock masses based on crystallization forces resulting from the deposition of gypsum crystals in the rock masses joints. The use of thermodynamic formulations is proposed for concrete swelling due to the growth of ettringite and gypsum. Uniaxial compression creep tests show that both types of sulfatic rocks present elasto-visco-plastic behavior and axial and lateral strain rates of the order of '10 POT.-12' to '10 POT.-10' 'S POT.-1'. Triggering of secondary creep takes places under stresses of the order of 4 – 6 MPa for gypsum and 25 – 40 MPa for anhydrite. The analyses about the possible creep mechanisms were not consistent and no definite conclusion has been reached get. Apparently under low stresses diffusion and pressure dissolution mechanism dominate. Under intermediate stresses, intra- and inter crystalline displacement mechanisms seem to dominate, and under high stresses rock deform due to microcrack propagation. Creep tests monitored with acoustic emission devices show the occurrence of microseismic events attributed to microcrack propagation. Both axial swelling and creep rock are compatible with convergence rocks measured in some underground works excavated in sulfatic rock masses, following the central idea of this thesis

Le changement climatique et les événements climatiques sévères tels que les périodes de sécheresse/humidification prolongées sont à l'origine du phénomène de retrait-gonflement dans les sols argileux. Ce phénomène est affecté par les interactions sol-végétation-atmosphère (SVA) et peut causer d’importants dommages structurels aux constructions légères telles que les bâtiments résidentiels. L’objectif de ce travail de recherche est de modéliser le comportement in situ du retrait-gonflement des sols gonflants dans un contexte SVA en se basent sur des outils numériques. Une méthode d'interaction sol-atmosphère est initialement présentée accompagnée d’un modèle couplé hydro-thermique du sol. Cette approche a été principalement mise en place afin de déterminer les conditions aux limites temporelles à la surface du sol en se basent sur la notion du bilan de masse et d'énergie pour déterminer a posteriori, les modifications spatio-temporelles de la succion du sol, de la teneur en eau et de la température. Cette approche a été validée à l'aide des observations in situ des sites instrumentés. Par la suite, l’influence de l’absorption d’eau par les végétations a été intégrée dans le terme source de l’écoulement de l’eau dans un milieu non saturé, à l’aide d’un modèle d’absorption d’eau de racine existant.Les variations temporelles de succion ont été postérieurement reliées au comportement volumique du sol en appliquant une approche simple développée à partir des résultats expérimentaux des essais de séchage/humidification réalisés dans la littérature. Les indices associés dans le plan indice des vides-log succion, ainsi que les paramètres complémentaires du modèle linéaire ont été corrélés aux paramètres géotechniques de base. L'approche proposée a été ultérieurement validée avec des données in situ fournies par la surveillance d’un site expérimental. Le site expérimental de Roaillan a été instrumenté afin de surveiller les modifications physiques du sol ainsi que le comportement structurel du bâtiment. Les comparaisons entre les résultats de la modélisation et les observations in situ de la succion du sol, la teneur en eau, la température et les mouvements du sol dans le temps ont montré une performance acceptable du modèle. L’approche a ensuite été appliquée pour étudier l’influence des projections climatiques futures (2050) sur les variables physiques et les mouvements du sol sur ce site. Trois scénarios RCP relatifs aux changements climatiques ont été examinés dans cette étude, qui ont révélé des différents comportements possibles à court terme et à long terme. Finalement, l'approche développée a été appliquée au territoire français en le divisant en six régions climatiques. Différents paramètres de sol ont été attribués à chacune de ces régions climatiques afin de définir les conditions de référence. En conséquence, l’influence de différents facteurs externes sur les mouvements du sol a été analysée sur une période donnée. Enfin, l’étude suggère les mesures adéquates à prendre pour minimiser l’amplitude du phénomène de retrait et de gonflement dans un contexte SVA. / Climate change and severe climatic events such as long drought/rehydration periods are at the origin of the shrinkage and swelling phenomenon in expansive soils. This phenomenon is affected by Soil-Vegetation-Atmosphere (SVA) interactions and can cause severe structural damage to lightly loaded constructions such as residential buildings. The objective of this re-search work is to simulate the in-situ behavior of the shrinkage-swelling in expansive soils in a SVA context using numerical tools. A soil-atmosphere interaction method is primarily presented along with a coupled hydro-thermal soil model. This approach was established in order to determine primarily, the natural time variable boundary conditions at the considered soil surface based on the mass and energy balance concept, and secondly to determine the spatial-temporal changes of the soil suction, water content and temperature. This approach was validated using in situ observations of monitored sites. Thereafter, the influence of the water uptake by vegetation was incorporated in the source term of the unsaturated water flow theory, using an existing root water uptake model. Subsequently, the temporal variations of the soil suction were related to the volume change behavior using a simple approach developed based on the experimental results of drying/wetting tests performed in the literature. The associated volumetric indices in the void ratio-log suction plan, along with the complementary parameters of the linear model were correlated with basic geotechnical parameters. The proposed approach was validated with in situ data provided from an experimental site. The Roaillan experimental site was instrumented in order to monitor the soil’s physical changes along with the structural behavior of the building. Comparisons between the simulated and observed soil suction, soil water content, temperature and soil movements in time and depth showed an acceptable performance of the predictions. The approach was then extended to study the influence of future climate projections (2050) on the soil’s physical variables and movements. Three RCP climate change scenarios were considered in this analysis which revealed different possible behavior in both short term and long term. Finally, the developed approach was applied to the French territory by dividing it to six different climatic regions. Different soil parameters were attributed to each of these climatic regions in order to set the reference condition. Thereafter, the influence of different external factors was analyzed on the soil movements over a chosen period. The study finally suggests the adequate actions to take for minimizing the amplitude of the shrinkage and swelling phenome-non in a SVA context.