Diss. (sammanfattning) Uppsala : Sveriges lantbruksuniv. / Härtill 5 uppsatser.

Understanding how debris-covered glaciers respond to climate is necessary in order to evaluate future water resources and glacier flood hazard potential, and to make sense of the glacier chronology in mountain regions, In order achieve this, it is necessary to improve the current understanding of how surface debris affects glacier ablation rate, and to develop methods by which the ablation of debris-covered glaciers can be predicted under various climatic scenarios. This thesis develops a numerical surface energy balance model that uses simple meteorological data to calculate melt beneath a debris layer of given thickness and thermal characteristics. Field data from three contrasting sites demonstrate that the assumptions made within the model concerning the thermal properties of supraglacial debris are valid during most ablation conditions and that model performance is considerably better than previous models. Model results indicate that the effect of debris on melt rate is highly dependent on meteorological conditions. Under colder climates, thin debris can accelerate ice melt by extending the ablation period at both diurnal and seasonal scales. However, in milder mid- summer conditions, even a very thin debris cover inhibits melt rate compared to that of exposed ice. The new melt model is applied to produce the first quantified ablation gradients for debris- covered glaciers, and to model the evolution of ice surfaces under a debris layer of variable thickness. Modelled ablation gradients are qualitatively similar to hypothetical ones outlined previously, and quantitatively similar to those measured in the field. The ablation gradients are used to explore the factors affecting the response of debris-covered glaciers to climate change. Beneath a debris layer of variable thickness, the melt model produced ablation topography, as observed in the field, which underwent topographic inversion over time in response to debris redistribution. Debris thickness variability was found to cause calculated ablation rate to increase compared to that calculated using a mean debris thickness by one to two orders of magnitude, suggesting that melt calculations made on the basis of spatially averaged debris thickness may be inaccurate.

The astrophysical data of the last two decades have allowed cosmologists to conclude that the present Universe is accelerating. The research carried out to find the origin of this phenomenon has led to the creation of a vast number of dark energy and modified gravity theories, of which the simplest is the ˄CDM model. The latter is, however, plagued with very difficult problems awaiting a solution. The work here presented seeks to contribute to the discussion of the possible explanation for the Cosmos' acceleration and other important questions in modern cosmology using the newest astrophysical observations available. This thesis starts by exploring a dark energy model dubbed thawing quintessence which is characterised by allowing a non constant ratio of pressure to density for dark energy that is however still close to -1 for most of the cosmological evolution, shifting away from this value when the domination of the radiation and matter components fades away. The findings are the most up-to-date constraints for which this model gives a viable theory for dark energy, including a bound on the equation of state at present of w < -0:88. This exact approach was contrasted with the use of an approximate equation-of-state parametrisation for thawing theories. The analysis also includes different parametrisation choices, and comments on the accuracy of the constraints imposed by CMB anisotropies alone. Next, the cosmology of hybrid metric-Palatini gravity is presented. This is a type of Modified Gravity theory in which the Lagrangian density for the gravitational action is a function of the Ricci scalars of both the connection and the metric. The background evolution of two models of this kind is examined explicitly showing the recovery of standard General Relativity at late times. The maximum deviation from the gravitational constant G at early times is constrained using a combination of geometrical data, finding it to be around 1%. A designer scenario, also introduced under the hybrid metric-Palatini formulation, is then used to explore to what extent early modifications of gravity, which become significant after recombination but then decay towards the present, can be constrained by current and future cosmological observations. This model is embedded in the effective field theory description of Horndeski scalar-tensor gravity with an early-time decoupling of the gravitational modification. Applying cosmological data, the constraints on the early-time deviations from General Relativity are obtained. These are dependent on the redshift at which the oscillations in the slip between the gravitational potentials are turned on. For zon = 1000, the deviation from Einstein's theory is ≤ 10-2 with 95% confidence. An explanation of the effect that these divergences have on the CMB power spectrum are discussed, as well as the effect that future 21 cm survey data will have on this study. The last part of this work is a move towards inflation, the early epoch of accelerated expansion undergone by the Universe. Here a parametrisation of the acceleration trajectory is investigated with the aim of measuring the rolling of the inflaton corresponding to the value of the tensor-to-scalar ratio r to be compared with future observations. Considering five ln ε amplitudes and 14 e-foldings, it was found that the posterior distribution of (r,∆Φ) is in very good agreement with Lyth's bound. The analysis included a histogram depiction of the latter result, from which later a minimum constraint on ∆ϕ for each of the bins was found. These outcomes constitute the intermediate step of this project which will be made more accurate by extending it to ~ 50 e-folds, a larger set of cosmological parameters and observational bounds that are restrictive on small scales.

O pão produzido de massa congelada tem sido aprimorado pelos avanços tecnológicos e diferentes formulações, porém ainda apresenta problemas como fermentação prolongada, baixo volume, textura e desempenho variados. O efeito do congelamento pode ser minimizado através do uso de aditivos e ingredientes adequados para a elaboração da massa. Entretanto o mecanismo de fortalecimento devido aos aditivos como, por exemplo, o emulsificante não é completamente conhecido. A análise térmica é uma ferramenta útil para pesquisa, desenvolvimento e controle de qualidade de alimentos, pois permite o estudo das alterações na sua estrutura durante um tratamento térmico. O objetivo do trabalho foi estudar a influência do uso de aditivos de panificação sobre o comportamento da massa de pão francês após ciclos de congelamento e descongelamento. O trabalho experimental foi dividido em quatro etapas: na primeira, diferentes formulações foram produzidas com os componentes estearoil-2-lactil lactato de cálcio (CSL), polisorbato 80 (PS80) e gordura vegetal hidrogenada (GVH); na segunda etapa foi realizado um projeto de mistura com três componentes (CSL, PS80 e ésteres de ácido diacetil tartárico de mono e diglicerídio - DATEM); na terceira foi estudada a influência do ácido ascórbico sobre as características reológicas e os eventos determinados através de Calorimetria Exploratória Diferencial (DSC) afim de otimizar o uso destes aditivos em massas congeladas. A análise térmica mostrou-se adequada aos eventos de congelamento e descongelamento, porém não em relação aos eventos relativos aos aquecimentos. A resistência à extensão bem como a extensibilidade da massa foram influenciadas pelo tempo de armazenamento congelado. Na quarta etapa do projeto, foram produzidos pães franceses à partir de massas com a mistura (0,3 % de PS80 e 0,2 % de DATEM sobre a farinha de trigo) e dois níveis de ácido ascórbico (0 e 200 ppm). Volume específico, perfil de textura, conteúdo de água e medida da produção de gás e tolerância da massa durante a fermentação foram determinados. Os pães produzidos com a adição de ácido ascórbico apresentaram maiores volumes específicos e menores valores para os parâmetros de textura dos pães (firmeza, elasticidade, coesividade e mastigabilidade). / Bread produced from frozen dough has been improved due to technological advances and formulation, however it still presents problems like long proofing, low specific volume, varied texture and performance. The effect of freezing can be minimized by use of additives and adequate ingredients. The mechanism of dough strengthening due to use of additives, such as emulsifiers, is not fully understood. Thermal analysis is a useful tool for food research, development and quality control, because it provides information on food structural changes during thermal treatment. The goal of this research is to study the influence of additives in bread making on French bread dough after a freeze-thaw cycles. The experimental part consists of four parts: in the first, different formulations were produced with the components calcium stearoyl-2-lactylate (CSL), polysorbate 80 (PS80) and vegetable shortening (VGH); in the second, a mixture design with three components (CSL, PS80 and diacetyl tartaric esters of mono and digliceride – DATEM) was made; in the third, influence of ascorbic acid was studied on rheological measurement and events determined by differential scanning calorimetry (DSC) to optimize the use of additives on frozen dough. Thermal analysis was adequate for the freeze-thaw events, however not for the heating events. Resistance to extension and dough extensibility were influenced by storage time. In the fourth part, French breads from frozen dough were produced with the mixture (0,3 % of PS80 and 0,2 % of DATEM in flour basis) and two levels of ascorbic acid. Specific volume, texture profile, water content, gas production and mass tolerance during proofing were determined. Breads made with ascorbic acid addition presented a higher specific volume and lower values for texture profile (firmness, springiness, cohesiveness and chewiness).

Este estudo investiga o Módulo de Young (Módulo de Elasticidade) em amostras de osso cortical oriundas de uma mesma região da tíbia bovina depois de submetidas a congelamentos e descongelamentos sucessivos. As amostras foram coletadas da face caudal do terço médio da diáfise de tíbias bovinas e depois submetidas a testes de flexão em três pontos e ensaios de ruptura, obedecendo à norma ASTMD790M86&#949;1. Nesse experimento, 20 pares de amostras de ossos corticais foram retirados de 20 tíbias bovinas, cada amostra medindo 2 mm x 4 mm x 40 mm, aproximadamente. Todos os testes foram realizados à temperatura controlada (21 graus Celsius), e as condições de ensaio foram as mesmas durante os testes. As amostras foram identificadas e divididas em dois grupos experimentais: Grupo A: as amostras foram conservadas (em sacos plásticos) a - 20 graus Celsius (submetidos a congelamentos e descongelamentos sucessivos por 50 vezes: uma vez ao dia durante 50 dias). Esses descongelamentos produziram 15 ensaios de flexão, sendo que o primeiro foi realizado com as amostras ainda frescas mantidas em geladeira a 4 graus Celsius. Após os 50 descongelamentos foram levados até a ruptura. Grupo B: as amostras foram conservadas frescas (em sacos plásticos) a 4 graus Celsius em geladeira aguardando o tempo para que os ensaios do grupo A fossem concluídos e, posteriormente fez-se o teste de ruptura. Importantes cuidados foram tomados. Depois de cada descongelamento, as amostras foram analisadas e comparadas com as amostras frescas tanto para os ensaios de flexão em três pontos como para os ensaios de ruptura. Observamos que o congelamento não alterou de modo significativo as propriedades mecânicas destes ossos, pois não foi encontrada nenhuma diferença significativa entre o comportamento dos dois grupos testados. Isso implica que, congelando e estocando mesmo por longos períodos, as propriedades mecânicas não se alteram tanto nos ensaios de flexão em três pontos como nos ensaios de ruptura. Com respeito às diferenças observadas no dia a dia, as alterações do primeiro dia até o último dia não foram significativas / The present study was conducted to investigate the Young Module (Elasticity Module) in cortical bone samples submitted to successive freezing and thawing and then assayed in flexion tests at three points and in rupture tests according to the norms of ASTMD790M86&#949;1. Twenty pairs of cortical bone samples, each measuring approximately 2 x 4 x 40 mm, were collected from the same region of the caudal surface of the middle third of the diaphysis of 20 bovine tibiae and divided into two experimental groups: Group A: consisting of 20 cortical bone samples stored at – 20 Celsius degrees in plastic bags and submitted to successive freezing and thawing 50 times once a day for 50 days. These thawing episodes produced 15 flexion assays. After the 50 thawing episodes, the samples were tested until rupture. Group B: consisting of 20 cortical bone samples stored at 4 Celsius degrees in plastic bags in a refrigerator until the time when the assays of group A were concluded and then submitted to the rupture test. No statistically significant variation in the Young Module was observed after the flexion test at three points performed for Group A. The values of rupture tension also did not differ significantly between groups A and B. We observed that freezing did not cause a significant change in the mechanical properties of these bones, indicating that freezing and storage of these bones even for long periods of time does not alter their mechanical properties in flexion tests at three points or in rupture assays

Ce travail de recherches se situe dans le cadre de l’ANR VBD2012-ECO-construction par le Recyclage du Béton (ECOREB). Il vise à lever certains verrous scientifiques afin de rendre possible l’utilisation des granulats issus de la démolition/déconstruction pour élaborer de nouveaux bétons pour le bâtiment. L’ANR ECOREB est en relation avec le PN RECYBETON. Les deux projets interagissent fortement.Cette étude a pour objectif d’évaluer la durabilité des bétons recyclés vis-à-vis du gel/dégel modéré sans sels de déverglaçage. Les bétons ont été élaborés en faisant varier : le taux d’incorporation des granulats recyclés (GR) l’état de saturation des gravillons tout en maintenant la même classe de consistance S4 et la classe de résistance de type C35/45. Un agent entraîneur d’air a été introduit afin d’obtenir des bétons conformes à l’EN 206-1 avec deux teneurs en air occlus 4% et 6%.Dans un premier temps, les propriétés physiques et mécaniques des granulats recyclés (GR) ont été étudiées et comparées à celles des granulats naturels (GN). Les GR manifestent une capacité d’absorption d’eau dix fois supérieure à celle des GN, une résistance mécanique deux fois inférieure et une résistance au gel deux fois inférieure. Cependant ils sont classés non gélifs de catégorie Fdéclaré.. Les faibles propriétés des GR comparées à celles des GN s’expliquent par la présence de l’ancienne pâte de ciment qui entoure les grains originaux et qui est caractérisée par une forte porosité et par un fort réseau de fissures connecté créé lors du concassage du béton parent.Les propriétés physiques (porosité et coefficient d’absorption d’eau) de transfert (conductivité thermique, résistivité électrique et perméabilité) et mécaniques sont fortement impactées par l’incorporation des granulats recyclés de part l’augmentation de la porosité capillaire essentiellement et du réseau des fissures présentes dans les gravillons recyclés. Les relations établies entre les propriétés mécaniques et les propriétés physiques et de transfert ont été établies. L’applicabilité des Euro codes égalementLes formulations avec un taux d’air occlus de 4% sont de classe C30/37 pour tous les taux d’incorporations alors qu’une diminution notable des résistances mécaniques à la compression est observée pour un taux d’air occlus de 6% : le béton de référence devient de classe C16/20. L’incorporation des GR affecte la résistance au gel/dégel des bétons. En utilisant les indicateurs préconisés par la norme NFP 424, le béton sans agent entraineur d’air atteint les critères recommandés au 75ème cycle lorsqu’il est élaboré avec 100% de GR et au 125ème cycle quand seuls les GN sont utilisés. L’entraineur d’air améliore la tenue au gel des bétons. Nous remarquons que les bétons C35/45 30R-30R (30% en volume d’incorporation) avec 4% d’air entrainé présentent le comportement ressemblant à celui du béton référence et respecte les critères de la résistance préconisé par la norme NF P 18-424 et l’EN 206-1.Ce travail a permis également de mettre en place d’autre indicateurs performantielles pour estimer la résistance au gel/dégel des bétons à granulats recyclés. / Development in many sectors has negative environmental effects. In construction sector, there are millions of tonnes of construction and demolition waste (CDW) every year. This CDW has a significant damage on the environment and may endanger its sustainability. To find a conceivable solution for CDW and to preserve the natural resources, particularly the non-renewable ones, worldwide researches on recycled aggregates have been increased in order to investigate their revalorization possibilities in concretes.As many developed countries, France also has introduced legislations and strategies to reduce the environmental effects of CDW. Corresponding to problem of CDW, there are two national project called PN-RECYBETON and ANR VBD2012-ECOREB that deal with how to provide concretes for building field using aggregates provided from CDW.This work aims to determine the durability of recycled aggregate concrete by freeze/thaw cycles. Four types of concrete were prepared by varying the replacement ratio of natural aggregates (NA) by recycled one (RA). The volumetric substitutions rates are respectively 0%, 33%, 55% and 100%, while the concretes mix design were adjusted in order to achieve the same consistency class of S4. Furthermore, we also studied the durability of these concretes varying the air content through an air entraining agent.After characterization of physical and mechanical properties of NA and RA, we found that the water absorption capacity of RA is 10 times greater than that of NA due to a low density. Moreover, the RA presents poor mechanical résistance by LA, MDE and freezing action.These poor performances of RA can be explained by the existence of pores and crack in old cement paste that provided during production process. The microstructure of RA was analyzed by SEM.Regarding to the influence of RA in mix design, with total substitution the density of hardened decrease 17% while the porosity become two times greater than those of natural concrete.In addition, the mechanical properties of studied concretes mix design decreases through the incorporation of RA. Regarding to the transfer properties, the gas permeability of the concrete 100% substitution is 2 times higher than that of reference one. On the other hand, the electric resistivity decreases with increasing of RA content.The Air-Entraining agent has a significant effect on the compressive and the splitting tensile strengths. It is observed that with 6% of air content the mentioned mechanical properties decrease drastically (a diminution higher than 50%). The increase of RAC content in the mixtures decreases their freezing/thawing resistance.The introduction of Air-Entraining agent improves the freezing/thawing resistance of concrete. The air-entrained concrete with 50% and 100% of RA present the poor performance than that of reference concrete via the studied durability indicators. Moreover, the air-entrained concrete C35/45 30R-30R with 4% and 6% of air content show the similar performance as air-entrained control concrete.

Tjällossning är ett stort problem för våra vägar idag och det är något som återkommer varje år. Tjällossning för med sig följder som i sin tur kräver mycket tid och resurser för att kunna återställa dessa vägar till att återigen kunna användas för trafik. Varje år förekommer stora skador på bl.a. vägar, gånggator, parkeringar samt övriga trafikytor, vilket kräver enorma summor av pengar för att åtgärda problemet. Byggnader får sättningsskador och VA-ledningar täpps till av stora isklumpar eller så fryser de sönder, och bara detta visar vad för stora problem tjällossning kan åstadkomma. Det innebär att vägarna måste vara underhållna och skötta ganska ofta av entreprenörföretag, vilket i sin tur leder till oönskade ekonomiska konsekvenser. I värsta fall stängs den tjäldrabbade vägen av under en viss tid, som är nödvändig för många att transportera sig genom till sina destinationer. I Sverige räknar man med att ca 15 - 20.000km väg berörs av just sådana tjälproblem varje år och dessa avstängningar på den skadade delen av vägnätet leder varje år till stora kostnader för samhället till följd av dålig framkomlighet. Idag används olika metoder för att lösa problemet med tjällossning på vägar och därmed måste olika ekonomiska summor betalas. Och frågan blir vilken/vilka metoder är mest effektivast och användbara i dagsläget, samt med bäst ekonomiskt vinst? / Soil frost thawing is a big problem for our roads today, and its something that comes over again every year on different type of roads.  Soil frost thawing brings consequences, which in turn requires much time and resources to restore these roads to once again be used for traffic.Every year, big damages on the roads, streets, parking area, and ''traffic area'' usually occur and a great deal of money is spent to remedy these problems. Buildings are given damage-recompense 'and water and sewage pipes are closed off by big lumps of ice or they freeze until they break; this alone shows the extent of the problem that soil frost thawing can cause. This means that the roads must be maintained and managed quite frequently by entrepreneurial companies which in turn leads to great economic consequences and in worst case maybe the road has to shut down, that is very necessary for many people to transport themselves to their destinations during a period of time. In Sweden it is estimated that approximately 15 - 20.000km route affected by precisely such soil frost thawing every year, and these shutdowns on the damaged part of the road network leads every year to considerable costs for society due to poor accessibility.Today, they use different methods to solve the problem with the soil frost thawing on roads and thus have different economic sums paid. The question then becomes, which method is most effective and useful today as well as yields most economic profit?

Arctic tundra wetlands support abundant waterbirds, but invertebrate prey communities may change with climate warming. Increased influx of nutrients and labile dissolved organic matter (DOM) from thawing permafrost may alter the relative importance of organic matter (OM) sources, with associated changes in relative biomass of taxa dependent on different sources. In six wetland types, we used stable isotopes (δ13C, δ15N) to compare contributions of four OM sources (periphytic microalgae, cyanobacteria, macrophytes, and peat) to the diets of nine macroinvertebrate taxa. Relative OM contributions within invertebrate taxa were similar among wetland types. Cyanobacteria comprised only 2–7% of OM sources for all taxa in shallow wetland types (<1 m), but up to 25% for oligochaetes and Physidae in deeper wetlands. Macrophytes were minor OM sources (<13%) in all wetland types except deep open lakes (21–26%). Peat typically comprised 20–40% of OM sources except for Physidae (mostly 50–80%). Microalgae were the dominant OM source for most taxa (47–78%, mean ⁓60%), although less for Oligochaeta and much less for Physidae (9–32%). High periphyton production with very depleted δ13C values likely results from continuous daylight illuminating shallow depths, high N and P levels, and very high pCO2 derived from bacterial respiration of DOM leached from thawing permafrost. Invertebrate consumption of microalgae and peat appears often to involve bacterial intermediates. Impacts of warming on invertebrate prey availability will likely depend not on shifts in OM sources, but on changes in overall area or number of shallow ponds.

Soft soil stabilization frequently uses cement, lime, fly ash, etc., but very limited studies were conducted on the long-term durability of stabilized soil. The present research work deals with the long-term durability of commercially available soil (i.e., EPK clay) stabilized with ordinary Portland cement and polypropylene fiber using a realistic approach, where the effect can be noticed in each weathering cycle. In the present study, two different tests (i.e., wetting-drying and freezing-thawing) were conducted to analyze the long-term durability of stabilized soil. Cycles of higher temperature followed by rainfall, which generally occurs in southern states of the US, were analyzed by the wetting-drying test; and on the other hand, cycles of freezing temperature followed by normal temperature, which generally occurs in northern states of the US and Canada, were analyzed by the freezing-thawing test. For the mid-continental region where freezing, normal, and higher temperature followed by rainfall are expected to occur, hence both the test method i.e., wetting-drying and freezing-thawing, were suggested. Laboratory experimental investigations were conducted to find the percentage loss of stabilized soil during wetting-drying and freezing-thawing tests, which were used as a durability indicator for cement and cement-fiber stabilized soil. Stabilized samples were subjected to harsh environmental conditions in a laboratory set up, and their deterioration was observed and studied after each wetting-drying and freezing-thawing cycle. In the real world, stabilized soil encounters seasonal cycles of monsoon and summer in long run of its service life which was simulated in rapid weathering cycles in laboratory setup. EPK clay samples were stabilized with different percentages of cement, and a mix of cement-fiber combination and were subjected to 12 cycles of wetting-drying and freezing-thawing cycles separately to determine the percentage loss of soil in accordance with the ASTM standards. Finally, based on percentage loss of soil of those stabilized samples which survived up to 12 cycles of weathering action, the optimum content of stabilizing agent was determined for wetting-drying and freezing-thawing tests. Results of wetting-drying tests indicate that EPK clay stabilized with ordinary Portland cement and fiber combination survived up to 12 cycles, but only 10% cement + 0.5% fiber was durable against wetting-drying based on percentage loss. For all the samples stabilized with 10% cement + 0.5% fiber combination, the percentage loss of soil when subjected to durability test was less than 7%, which satisfy the Portland Cement Association’s (PCAs) durability specification. The results of freezing-thawing tests indicate that the EPK clay stabilized with 10% cement, 5% cement + 0.5% fiber, and 10% cement + 0.5% fiber survived up to 12 cycles and were durable against freezing-thawing based on percentage loss of soil i.e., less than 7% which satisfy the Portland Cement Association’s durability specification.

No description available.