Várias espécies de moscas-das-frutas têm sido alvo de investigações visando sua criação massal, incluindo Ceratitis capitata (Wiedemann) (mosca-do-Mediterrâneo ou medfly) e, mais recentemente, Anastrepha fraterculus (Wiedemann) (mosca-das-frutas sul americana), sendo as espécies de maior importância econômica e quarentenária em várias áreas produtoras de frutas do Brasil, Uruguai, Argentina e Peru. Um dos fatores determinantes para que a Técnica do Inseto Estéril (TIE) seja aplicada contra uma determinada praga é a existência de métodos de criação massal da espécie. Para se alcançar a criação em larga escala dessas espécies de moscas-das-frutas, é necessário, inicialmente, o preparo de uma dieta larval adequada. Como a dieta de criação pode oferecer uma quantidade enorme de substâncias nutritivas, as larvas criadas artificialmente amadurecem mais cedo do que as selvagens, o que acelera a sucessão de gerações. Essas mudanças detectadas durante o estágio larval podem formar adultos com maiores reservas nutritivas, atingindo a maturidade sexual mais cedo. Existem várias biofábricas de mosca-das-frutas no mundo capazes de produzir machos estéreis que são utilizados para a erradicação ou supressão populacional em área-ampla. Visando-se diminuir os custos de produção dos insetos, pesquisas voltadas para a otimização e desenvolvimento de novas dietas não podem parar. Portanto, os objetivos deste trabalho foram determinar a adequação e densidade larval ideal das moscas C. capitata e A. fraterculus em novas dietas à base de farinha de milho (FM), bagaço de cana-de-açúcar (BC), pó de cenoura liofilizada (PC) e carragenina (MC), escolhendo a dieta mais eficiente e viável economicamente para produção de cada uma dessas espécies com base na quantidade e qualidade de insetos produzidos e no custo de produção. As densidades larvais ideais para a criação de C. capitata nas dietas larvais FM, BC e PC foram, respectivamente, 0,5; 2,0; e 1,0 mL de ovos/kg de dieta. A dieta larval com maior produtividade foi a dieta BC, produzindo uma média de 6.514 pupas/kg de dieta, seguida das dietas FM e PC, que produziram, respectivamente, uma média de 5.018 e 4.135 pupas por kg de dieta. A ordem decrescente de viabilidade econômica entre as três dietas larvais para C. capitata foi a mesma (BC>FM>PC), sendo necessário um investimento médio de R$ 471,29; R$ 482,26; e R$ 1.085,85, respectivamente, para a produção de 1 milhão de pupas. Os resultados com A. fraterculus mostraram que as densidades larvais ideais nas dietas FM e MC foram de 2,0/kg de dieta e 1,5 mL de ovos/L de dieta, respectivamente. A dieta larval PC foi considerada inviável devido à baixa produtividade e peso de pupas. Em termos de produtividade, a dieta larval MC (produção média de 22.451 pupas/L de dieta), foi mais eficiente do que a FM (6.688 pupas/kg de dieta). Quanto à viabilidade econômica, a dieta larval MC foi mais vantajosa, demandando um investimento médio de R$ 312,67 para a produção de 1 milhão de pupas, enquanto que a dieta FM custou R$ 1.266,36 para produzir a mesma quantidade de pupas / Several species of fruit flies have been the subject of research for their mass rearing, including Ceratitis capitata (Wiedemann) (Mediterranean fruit fly or medfly) and, more recently, Anastrepha fraterculus (Wiedemann) (South American fruit fly), being these species the ones with most economic and quarantine importance in several fruit producing areas of Brazil, Uruguay, Argentina and Peru. One of the requirements for the Sterile Insect Technique (SIT) is the existence of mass rearing methods of the target species. In order to achieve the large-scale rearing of these species of fruit flies, it is necessary initially to develop a suitable larval diet. As the rearing diet can offer a huge amount of nutrients, artificially reared larvae mature earlier than wild ones, what accelerates the succession of generations. These changes during the larval stage may form adults with higher nutritional reserves and they can reach sexual maturity earlier. There are several mass-rearing facilities for fruit flies in the world capable of producing sterile males that are used for population eradication and suppression in area-wide. In order to reduce insect production costs, the optimization or development of new diets cannot stop. Therefore, the objectives of this study were to determine the adequacy and optimal larval density of C. capitata and A. fraterculus flies in new diets based on corn flour (FM), sugarcane bagasse (BC), lyophilized carrot powder (PC) and carrageenan (MC), choosing the most efficient and less costly diet for the production of each of the species, based on the quantity and quality of insects reared and production costs. The optimal larval densities for C. capitata in larval diets FM, BC and PC were, respectively, 0.5; 2.0 and 1.0 mL of eggs/kg of diet. The larval diet that reached the highest productivity was the BC diet, giving an average of 6,514 pupae/ kg of diet, followed by FM and PC diets, which produced an average of 5,018 and 4,115 pupae per kg of diet, respectively. The decreasing order of economic viability among the three larval diets used was the same (BC>FM>PC), requiring a mean investment of R$ 471.29; R$ 482.26; and R$ 1,085.85, respectively, for the production of 1 million pupae. The results with A. fraterculus showed that the ideal larval densities in FM and MC diets were 2.0 eggs/kg of diet and 1.5 mL of eggs/L of diet, respectively. The PC larval diet was considered infeasible based on the low production and weight of pupae. In terms of productivity, the MC larval diet, which resulted in an average of 22,451 pupae produced per L of diet, was more efficient than FM, which produced a mean of 6,688 pupae per kg of diet. Considering the economic costs, the MC larval diet was also superior, requiring R$ 312,67.00 for the production of 1 million pupae, while the FM diet required R$ 1,266.36 to produce the same amount of pupae

Submitted by PPG Engenharia e Tecnologia de Materiais (engenharia.pg.materiais@pucrs.br) on 2018-05-03T11:34:42Z No. of bitstreams: 1 disserta??o Roger vers?o biblioteca.pdf: 9741593 bytes, checksum: 510807346e33704b6f1650648b1f1b19 (MD5) / Approved for entry into archive by Sheila Dias (sheila.dias@pucrs.br) on 2018-05-14T11:17:02Z (GMT) No. of bitstreams: 1 disserta??o Roger vers?o biblioteca.pdf: 9741593 bytes, checksum: 510807346e33704b6f1650648b1f1b19 (MD5) / Made available in DSpace on 2018-05-14T11:48:12Z (GMT). No. of bitstreams: 1 disserta??o Roger vers?o biblioteca.pdf: 9741593 bytes, checksum: 510807346e33704b6f1650648b1f1b19 (MD5) Previous issue date: 2018-01-15 / Developing technologies for the capture and geological storage of CO2 has been a constant challenge of the scientific community in the search for solutions that can reduce the environmental impacts caused by the release of this gas into the atmosphere. However, its storage in depleted oil wells has been shown to be a very important point, since the materials applied in wells can suffer degradation in the presence of CO2 in the supercritical state and at high pressures. The objective of this work is to evaluate the performance of the class G cement paste used in cementation of wellbore under conditions of geological carbon storage with replacement of part of the cement by pozoanic materials such as fly ash from the fossil fuel burning of the Candiota Thermoelectric Plant, and synthetic zeolites (4A-1 e 4A-2). The contents of the pozalanas used in substitution of the cement were 5% and 10% in weight. The medium in which samples were submitted for degradation tests was CO2 saturated water at 15 MPa pressure and 90 ?C for 7 and 14 days. Scanning Electron Microscopy (SEM), XRay Diffraction (XRD) and compressive strength tests were the characterization techniques used in this work. The results showed that the use of fly ash increased the compressive strength of the samples after 14 days, mainly for higher percentage of cement replacement by this material (10%), but its chemical degraded layer increased. In case of zeolites 4A-1 use, a lower compressive strength was observed compared to the standard paste, but the degraded layer was reduced. When zeolites 4A-2 were used significant loss of compressive strength was observed from 7 to 14 days, mainly for the proportion of the mixture of 10% and its degraded layer also reduced. / Desenvolver tecnologias para a captura e armazenamento geol?gico de CO2 tem sido um desafio constante da comunidade cient?fica na busca de solu??es que possam reduzir os impactos ambientais provocados pela libera??o desde g?s na atmosfera. Por?m, seu armazenamento em po?os depletados de petr?leo tem se mostrado o ponto mais desafiador, pois os materiais aplicados nestes po?os podem sofrer degrada??o na presen?a de CO2 em estado supercr?tico e em altas press?es. Este trabalho tem como objetivo avaliar o desempenho da pasta de cimento classe G, utilizada na cimenta??o e tamponamento dos po?os, em condi??es de armazenamento geol?gico de carbono com substitui??o de parte do cimento por materiais pozol?nicos. O material utilizado foi as cinzas volantes, oriundas da queima de carv?o mineral da Usina Termoel?trica de Candiota, e ze?litas 4A comerciais sint?ticas (4A-1 e 4A-2). Os teores utilizados das pozalanas em substitui??o ao cimento foram 5% e 10% em massa. O meio em que foram submetidas as amostras foi de ?gua saturada com CO2 a 15 MPa de press?o a 90? C por 7 e 14 dias. A Microscopia Eletr?nica de Varredura (MEV), a Difra??o de Raios X (DRX) e o teste de resist?ncia ? compress?o foram as t?cnicas de caracteriza??o utilizadas neste trabalho. Os resultados obtidos mostram que o uso de cinzas volantes aumentou aos 14 dias a resist?ncia ? compress?o das amostras, principalmente para maior a porcentagem de substitui??o do cimento por este material (10%), por?m a camada alterada quimicamente aumentou. Quando utilizadas as ze?litas 4A-1, notou-se uma menor resist?ncia ? compress?o que a pasta padr?o, mas a camada degradada reduziu. No caso das ze?litas 4A-2, foi constatada a perda significativa de resist?ncia ? compress?o dos 7 para 14 dias, principalmente para a amostra contendo 10% dessa zeolita, sendo que a camada alterada quimicamente tamb?m reduziu.

Introdução. A identificação dos flebotomíneos baseia-se principalmente na morfologia do adulto, o que pode ser problemático quando as espécies são morfologicamente muito semelhantes. Psychodopygus é um gênero de flebotomíneos de grande interesse em saúde pública devido ao papel de algumas espécies na veiculação de Leishmania spp. no Brasil. No entanto, este gênero inclui espécies com fêmeas morfologicamente indistinguíveis que pertencem à Série Chagasi, sendo elas: P. chagasi, P. complexus, P. squamiventris maripaensis, P. squamiventris squamiventris e P. wellcomei. Objetivos. Investigar a possibilidade de distinguir essas espécies por meio de análises morfométrica e molecular, além de produzir uma distribuição geográfica atualizada para o grupo analisando a probabilidade de ocorrência das espécies através da análise de modelagem de nicho ecológico. Material e Métodos. Foi realizada a análise discriminante na morfometria geométrica (cabeça e asa) e linear, morfologia (usando microscopia óptica e eletrônica de varredura) e a análise do citocromo c oxidase subunidade 1 (COI), avaliando-se um total de 752 espécimes (460 fêmeas e 292 machos) dos seguintes estados Amapá, Amazonas, Ceará, Mato Grosso, Pará, Rondônia, Roraima e Tocantins. Mapas de distribuição foram produzidos através de dados obtidos do material analisado e de revisão bibliográfica. Resultados. A análise discriminante usando caracteres morfométricos lineares mostrou-se capaz de diferenciar todas as espécies, exceto P. complexus, que apresentou 2,2% de erro de identificação. A morfometria geométrica das asas foi incapaz de separar completamente as espécies através da conformação, mas o tamanho do centróide dos espécimes fêmeas falhou apenas em distinguir P. complexus de P. s. maripaensis. Por outro lado, a morfometria geométrica das cabeças foi capaz de distinguir todas as espécies com grande eficiência ao usar tanto a forma como o tamanho do centróide. A análise morfológica revelou que a coloração torácica, principalmente do pronoto e do pós-noto, pode ser usada para separar as cinco espécies em três grupos: P. chagasi, P. wellcomei / P. complexus e P. s. mariapaensis / P. s. squamiventris. Os resultados da análise de DNA Barcoding, mostraram um agrupamento semelhante ao observado na morfologia; embora os espécimes de P. wellcomei do estado do Ceará mostrem uma grande distância genética da população do estado do Pará, evidenciando que essa espécie possa representar um complexo. Quanto à microscopia eletrônica de varredura, foram avaliadas detalhadamente as estruturas das antenas, tórax e genitália masculina. Salientamos que no anepímero (tórax) foi observada uma escama tipo \"raquete\" modificada apenas em Psychodopygus s. squamiventris. A revisão da distribuição geográfica mostrou que as espécies possuem uma distribuição cis-andina, ocorrendo principalmente no bioma Amazônico. A nítida separação de algumas espécies pelo rio Amazonas, sugere que o surgimento do grupo ocorreu no período que se estende da orogênese dos Andes até a formação deste rio. Conclusões. O estudo possibilitou diferenciar completamente as fêmeas das cinco espécies da Série Chagasi utilizando o conjunto de dados obtidos por morfometria linear e geométrica e análises morfológicas e também apresentar novos caracteres morfológicos e padrões distribucionais que facilitarão a identificação de machos e fêmeas dessas espécies. / Introduction. The identification of sand flies is mainly based on adult morphology, which can be problematic when species are morphologically very similar. Psychodopygus is one of the sand fly genera of great interest in public health, due to the role of some species in the transmission of Leishmania spp. in Brazil. However, this genus includes species with morphologically indistinguishable females that belong to the Chagasi series, which includes: P. chagasi, P. complexus, P. squamiventris maripaensis, P. squamiventris squamiventris and P. wellcomei. Objectives. To investigate the possibility of distinguishing among these species by means of morphometric and molecular analyses in addition to producing an updated geographical distribution for the group, analyzing the probability of the occurrence of the species by the analysis of ecological niche modeling. Material and methods. The analyses of the cytochrome c oxidase subunit 1 (COI), geometrical (head and wing) and of linear morphometry and morphology (using optical microscopy and scanning electron microscopy) were carried out using a total of 752 specimens (460 females and 292 males) from the following states: Amapá, Amazonas, Ceará, Mato Grosso, Pará, Rondônia, Roraima e Tocantins. Distribution maps were produced on the basis of data obtained from the material analyzed and a bibliographical review. Results. The discriminant analysis using linear morphometric characters was able to differentiate among all the species, except for P. complexus, which presented a 2.2% error of identification. The geometric morphometry of the wings was unable to completely separate the species by means of the shape analyses, but the centroid size of the female specimens only failed to distinguish P. complexus from P. s. maripaensis. Otherwise, the geometric morphometry of the heads was sufficient to distinguish all the species with great efficiency, when using both the head-shape and the centroid size. The morphological analysis revealed that the thoracic coloration, mainly of the pronotum and the post-notum, can be used to separate the five species into three groups: P. chagasi, P. wellcomei / P. complexus, P. s. mariapaensis / P. s. squamiventris. The results of the Barcoding DNA analyses showed a cluster similar to that observed in the morphology; however, P. wellcomei specimens from the Ceará population showed a great genetic distance from the population of Pará, evidencing that this species may represent a complex. As for the scanning electron microscopy, the structures of the antennae, thorax and male genitalia were evaluated in detail. In the anepimerum (thorax) a modified \"racket\"-type scale was observed only in Psychodopygus s. squamiventris. The review of the geographical distribution showed that the species have a cis-Andean distribution, occurring mainly in the Amazonian biome. The separation of some species from the others by the Amazon river suggests that the appearance of the Chagasi series occurred in the period from the orogenesis of the Andes to the formation of this river. Conclusions. The results clearly differentiate the females of the five species of the Chagasi series using the data set of linear and geometric morphometry and morphological analyses, providing new morphological and distributional data that will facilitate the identification of the males and females of this group.

Le ciment est la principale source des impacts sur l’environnement de l’utilisation du matériau béton. Afin d’optimiser ce dernier d’un point de vue environnemental, il est nécessaire de réduire son dosage en ciment. Cela peut être entrepris en remplaçant une partie du ciment par des additions minérales lors de sa fabrication.Ces travaux de thèse visent à étudier les phénomènes physico-chimiques ayant lieu lors du processus de carbonatation de bétons à forts taux de remplacement du ciment par des additions minérales ainsi que leur résistance à ce type d’attaque.Une campagne expérimentale a été menée sur des bétons de référence préparés à base de ciments courants et sur des Écobétons préparés en substituant une partie du ciment par des cendres volantes ou du laitier de haut-fourneau. Les différentes études menées portent sur la durabilité des Écobétons vis-à-vis de la carbonatation, sur l’équivalence de performances des Écobétons avec celles des bétons de référence, et sur les paramètres de composition et de microstructure contrôlant la cinétique de carbonatation. La carbonatation a été étudiée en conditions accélérées et naturelles. Les résultats montrent que les Écobétons à forts taux de substitution du ciment par des cendres (50 %) ou du laitier (75 %) pourraient remplacer, dans certains cas, les bétons conformes à la norme en vigueur.En complément à l’étude expérimentale, des simulations numériques du couplage hydratation/séchage ont été menées en vue de déterminer l’effet du séchage sur les propriétés contrôlant la cinétique de carbonatation accélérée des bétons étudiés (la porosité, la quantité de Portlandite et le degré de saturation en eau liquide). Les résultats montrent que la cinétique de séchage augmente avec le taux de substitution du ciment par des additions. Ils remettent aussi en cause la pertinence du préconditionnement des échantillons lors de l’essai de carbonatation accélérée mené selon la norme française XP P 18-458 actuellement en vigueur. / Cement is the main source of environmental impacts of concrete use. It is thus recognized that the most pragmatic solution for minimizing environmental impacts of concrete is the reduction of the cement content. This could be achieved by replacing a part of cement by mineral additions such as fly ash or blast-furnace slag during concrete mixing.The present work aims at studying the physico-chemical phenomena occurring during the process of carbonation of concrete mixtures with high substitution rates of cement by mineral additions and their resistance against this type of attack.An experimental campaign was conducted on reference concrete mixtures prepared with common cements and on other concrete mixtures, called “Écobétons” (Green concretes), prepared by replacing a part of cement by fly ash or blast-furnace slag. The study focused on the Écobétons durability, especially their resistance against carbonation, on the equivalence of Écobétons performances with the reference mixtures performances and on the composition and microstructure parameters controlling the kinetics of carbonation. Carbonation has been studied in natural and accelerated conditions. The results show that Écobétons mixtures with high substitution rates of cement by fly ash (50 %) and blast-furnace slag (75 %) could replace, in some cases, concretes that are in accordance with the current standard.In addition to the experimental study, numerical simulations of the coupling between hydration and drying were conducted in order to determine the effect of drying on the properties controlling the accelerated carbonation kinetics of the studied concrete mixtures (porosity, Portlandite content and water saturation degree). The results show that the kinetics of drying increases with the degree of substitution of cement by mineral additions. They also question the relevance of the preconditioning of the samples during accelerated carbonation test conducted according to the French standard XP P 18-458.

The aim of this study was to assess the strength, durability properties and corrosion resistance of concrete samples using supplementary cementitious blended materials. In this investigation, three supplementary concrete materials (SCMs) were used together with ordinary Portland Cement (OPC) to form cementitious blends at different proportions. The supplementary materials are silica fume (SF), ground granulated blast furnace slag (GGBS) and fly ash (FA). Sixteen (16) different proportions of the cementitious blends were produced. Tests carried out on concrete samples include slump test, compressive strength, oxygen permeability, sorptivity, porosity, chloride conductivity test, resistance to chloride and sulphate attack. The electrode potentials of tested samples were also observed using electrochemical measurements. Concrete specimens prepared with 10%, 20%, 30%, 40%, up to 60% of blended cements replacement levels were evaluated for their compressive strength at, 7, 14, 28, 90 and 120 days while the specimens were evaluated for durability tests at 28, and 90 days respectively. The results were compared with ordinary Portland cement concrete without blended cement. Voltage, and temperature measurements were also carried out to understand the quality of concrete. The corrosion performance of steel in reinforced concrete was studied and evaluated by electrochemical half-cell potential technique in both sodium chloride, and magnesium sulphate solutions respectively. The reinforced concrete specimens with centrally embedded 12mm steel bar were exposed to chloride and sulphate solutions with the 0.5 M NaCl and MgSO4 concentrations respectively. An impressed voltage technique was carried out to evaluate the corrosion resistance of the combination of quaternary cementitious blended cement, so as to get the combination with optimum performance. Improvement of strength, durability, and corrosion resistance properties of blended concrete samples are observed at different optimum percentages for binary, ternary and quaternary samples. The effect of cementitious blends is recognized in limiting the corrosion potential of the tested SCM concrete samples. Generally, the cementitious blends with limited quantity of SF to 10% have the potential to produce satisfactory concrete. These should however be used for low cost construction, where high quality concrete is not required. / Civil and Chemical Engineering / M. Tech. (Chemical Engineering)

<p>У дисертацији су анализиране мешавине за израду порозног бетонског коловоза. Пројектовано је укупно 12 различитих врста мешавина. За справљање бетонских мешавина коришћене су фракције природног и рециклираног агрегата. Електрофилтерски пепео, који је отпадни материјал из термоелектрана, коришћен је као минерални додатак, којим је замењен део цемента. Справљено је шест мешавина са рециклираним агрегатом и шест мешавина са природним агрегатом. Лабораторијска испитивања су обухватила испитивање чврстоће при притиску бетона након: 7, 28, 56 и 84 дана, чврстоће при савијању (након 28, 56 и 84 дана), модул еластичности (статички и динамички), отпорност према хабању, коефицијент водопропустљивости и порозност. Добијени резултати потврдили су постављене хипотезе да је са рециклираним агрегатом и електрофилтерским пепелом могуће пројектовати и извести порозни бетонски коловоз.</p> / <p>U disertaciji su analizirane mešavine za izradu poroznog betonskog kolovoza. Projektovano je ukupno 12 različitih vrsta mešavina. Za spravljanje betonskih mešavina korišćene su frakcije prirodnog i recikliranog agregata. Elektrofilterski pepeo, koji je otpadni materijal iz termoelektrana, korišćen je kao mineralni dodatak, kojim je zamenjen deo cementa. Spravljeno je šest mešavina sa recikliranim agregatom i šest mešavina sa prirodnim agregatom. Laboratorijska ispitivanja su obuhvatila ispitivanje čvrstoće pri pritisku betona nakon: 7, 28, 56 i 84 dana, čvrstoće pri savijanju (nakon 28, 56 i 84 dana), modul elastičnosti (statički i dinamički), otpornost prema habanju, koeficijent vodopropustljivosti i poroznost. Dobijeni rezultati potvrdili su postavljene hipoteze da je sa recikliranim agregatom i elektrofilterskim pepelom moguće projektovati i izvesti porozni betonski kolovoz.</p> / <p>In the dissertation, mixtures for the production of pervious concrete pavements are analyzed. The project has a total of 12 different types of mixtures. For the preparation of concrete mixtures, the fractions of natural and recycled aggregates were used. Fly ash, which is a waste material from thermal power plants, was used as a mineral supplement, which replaced a part of cement. Six mixtures with a recycled aggregate and six mixtures with a natural aggregate were collected. Laboratory tests included: compressive strength after 7, 28, 56 and 84 days, felxural strength (after 28, 56 and 84 days), modulus of elasticity (static and dynamic), abrasion, permeability and porosity. The obtained results confirmed the hypotheses that it is possible to design and execute a previous concrete pavement with a recycled aggregate and fly ash.</p>

Die vorliegende Arbeit befasst sich mit der Herstellung von porösen Membranen mit integrierter Stützstruktur, wobei ihre Membrandicke geringer als ihr Porendurchmesser ist. Derartige Membranen können unter dem Begriff Mikrosiebe zusammengefasst werden und versprechen ein hohes Anwendungspotential als Filtermedien in industriellen und medizinischen Bereichen. Für die Membranstabilisierung werden Gewebe, extrudierte Gitter und Gewirke eingesetzt und erforscht. Gleichzeitig erfolgt die Weiterentwicklung eines bestehenden Herstellungsverfahrens von Membranen, welche nach dem Prinzip der partikelassistierten Benetzung (PAB) hergestellt werden. Die verschiedenen Stützstrukturen werden direkt bei der Membranherstellung fest in diese integriert. Weiterhin werden verschiedene Herstellungsparameter, wie zum Beispiel das Membranmaterial, die Funktionalisierung der Porenbildner und die leichtflüchtige Komponente gezielt untersucht und optimiert. Somit können mechanisch stabilisierte Membranen hergestellt werden, welche einen Durchmesser von bis zu 10 cm aufweisen. Für die abschließende Charakterisierung werden Filtrationsversuche und Stabilitätsmessungen durchgeführt.

The corrosion behaviour of cast Al-Mg alloy A535 and its composites containing 10 wt.% and 15 wt.% fly ash, and 10 wt.% hybrid reinforcement (5 wt.% fly ash + 5 wt.% SiC) was investigated using weight-loss and electrochemical corrosion tests, optical microscopy, Scanning Electron Microscopy (SEM) and Energy Dispersive X-ray Spectroscopy (EDS). The tests were conducted in fresh water collected from the South Saskatchewan River and 3.5 wt.% NaCl solution at room temperature. The pH of the salt solution varied from 3 to 9. For comparison, two other aluminum alloys, AA2618 and AA5083-H116, were tested in the same electrolytes. The results of the weight-loss corrosion test showed that unreinforced A535 alloy had a lower corrosion rate in fresh water and seawater environments than the composites at all the tested pH values. The corrosion rate of the composites increased with increasing fly ash content. As expected, the corrosion rates of A535 alloy and the composites tested in fresh water were lower than those in salt solution. The results of the potentiodynamic and cyclic polarization electrochemical tests showed that the corrosion potential (Ecorr) and pitting potential (Epit) of the alloy were more positive than those of the composites. The corrosion and pitting potentials of the composites became more negative (active) with increasing fly ash content. The composites showed more positive (noble) repassivation or protection potential (Erp) than the matrix alloy, with the positivity increasing with fly ash content. Analysis of the electrochemical noise data showed that pitting corrosion was the dominant mode of corrosion for the alloy in 3.5 wt.% NaCl solution. Optical microscopy and SEM revealed that Mg2Si phase and Al-Mg intermetallics corroded preferentially to the matrix. The EDS data indicated that the protective oxide film formed on A535 contained Al2O3 and MgO.

The corrosion behaviour of cast Al-Mg alloy A535 and its composites containing 10 wt.% and 15 wt.% fly ash, and 10 wt.% hybrid reinforcement (5 wt.% fly ash + 5 wt.% SiC) was investigated using weight-loss and electrochemical corrosion tests, optical microscopy, Scanning Electron Microscopy (SEM) and Energy Dispersive X-ray Spectroscopy (EDS). The tests were conducted in fresh water collected from the South Saskatchewan River and 3.5 wt.% NaCl solution at room temperature. The pH of the salt solution varied from 3 to 9. For comparison, two other aluminum alloys, AA2618 and AA5083-H116, were tested in the same electrolytes. The results of the weight-loss corrosion test showed that unreinforced A535 alloy had a lower corrosion rate in fresh water and seawater environments than the composites at all the tested pH values. The corrosion rate of the composites increased with increasing fly ash content. As expected, the corrosion rates of A535 alloy and the composites tested in fresh water were lower than those in salt solution. The results of the potentiodynamic and cyclic polarization electrochemical tests showed that the corrosion potential (Ecorr) and pitting potential (Epit) of the alloy were more positive than those of the composites. The corrosion and pitting potentials of the composites became more negative (active) with increasing fly ash content. The composites showed more positive (noble) repassivation or protection potential (Erp) than the matrix alloy, with the positivity increasing with fly ash content. Analysis of the electrochemical noise data showed that pitting corrosion was the dominant mode of corrosion for the alloy in 3.5 wt.% NaCl solution. Optical microscopy and SEM revealed that Mg2Si phase and Al-Mg intermetallics corroded preferentially to the matrix. The EDS data indicated that the protective oxide film formed on A535 contained Al2O3 and MgO.

Sub-surface soil pollution by various processes with high concentration of contaminants can significantly alter geotechnical properties of soils causing unexpected failures of structures founded on them. The changes can occur due to alteration in soil water interaction processes and/or by intense chemical interactions leading to mineralogical and microstructural changes. Behaviour of soil upon contamination with alkali pollutant is one of the major concerns faced by the geotechnical researchers in recent years. In the present study an attempt has been made to understand the role of mineralogical and morphological changes on the volume change (swelling and compressibility) behaviour of soils by prolonged interaction with caustic alkali pollutant. Based on the results it has been proposed to develop remedial measures to nullify and/or control the detrimental effects. A comprehensive experimental program has been planned to achieve these objectives. The experimental investigations carried out and results obtained are presented in eight chapters as follows. The broad outline of thesis is given in Chapter 1. A detailed review of literature on the type of phyllosilicate minerals present in various soils is presented in Chapter 2 with a view to select most common soils for the study. Various sources of contaminants and their effect on the properties of soils have been summarised. Present understanding on the mechanisms leading to changes in the soil properties has been elucidated. The occurrence of alkali contamination has been reviewed in this chapter which enabled to select the ranges of alkali concentration for the study. Based on the review of various methods employed to improve the soil behaviour, the use of salt solutions such as potassium chloride (KCl) and magnesium chloride (MgClB2B) and pozzolanic fly ash has been considered to counteract the alkali effects. Based on this detailed survey, the scope of the present investigation has been elaborated at the end of the chapter. Chapter 3 presents different materials used and various methods adapted in the current study. Three soils having different mineralogy have been used in this study to bring out the effect of alkali solutions on their volume change behaviour. While two soils were classified as CH, the third one was of CL. The CH soils used in this study are called Black Cotton Soils in India. One soil contained predominantly mixed layer illite-smectite mineral (BCS I) and the other contained predominantly montmorillonite mineral (BCS M). The locally available CL soil used is referred as red earth (RE) whose predominant mineral is kaolinite. Alkali solutions of concentration ranging from 1N to 4N are prepared using sodium hydroxide pellets (NaOH). Slat solutions viz. potassium chloride and magnesium chloride and pozzolanic fly ash obtained from Neyveli thermal power plant (NFA) are used as additives. Procedures to determine the geotechnical properties of the soils such as Atterberg limits, specific gravity, grain size distribution and compaction characteristics are given in this chapter. Procedures for identifying the mineral and microstructure of the soils such as X-ray diffraction (XRD) and scanning electron microscopy (SEM) are also presented in this chapter. Standard oedometer tests with fixed ring apparatus were performed to study the volume change behaviour of soils under various conditions. Volume change behaviour of soils in the presence of alkali solutions is presented in Chapter 4. In order to assess the effect of alkali solution on the volume change behaviour of soils it is necessary to study their behaviour in water. Relatively very high swell was observed in BCS M, whereas the swell in RE and BCS I soil specimens was very low and moderate respectively. Adsorption of water to form diffuse double layer near the negative surface of clay mineral particles leads to swelling in soils. The thickness of the double layer depends on the cation exchange capacity of soil. Higher cation exchange capacity leads to development of higher thickness of double layer thereby inducing swell. The higher is the swell the higher would be the compression. The effect of different concentrations (1N, 2N and 4N) of alkali solutions on volume change behaviour of three types of soil is presented in this chapter. All the three soils studied, irrespective of their mineralogical composition, exhibited high swell when contaminated with alkali solution compared to water. However, the extent and nature of swell varied both with the type of mineral present in the soil and concentration of sodium hydroxide solution. The swell in BCS I increases with increase in the concentration of the alkali solution. In 1N alkali solution the high swell occurred is due to the breaking up of interstratified mineral into constituent minerals initiated by the leaching of potassium from soil due to high pH. In 2N and 4N alkali solutions, the observed high swell occurs in two stages: the first stage of swelling is due to breaking up of interstratified mineral into constituent minerals initiated by the leaching of potassium from soil due to high pH, and the second stage of swelling is due to the formation of new minerals (Zeolite P in case of 2N NaOH and Sodalite in case of 4N NaOH). The nature of swell is influenced by the formation of minerals depending on the concentration of alkali solution. Thus the studies clearly indicate that the swelling is due to the release of potassium from soil at higher pH and due to mineralogical changes depending upon the concentration of alkali solution. Confirmative tests were conducted to support the release of potassium during first stage of swelling and mineralogical alteration after second stage of swelling. The high swell in BCS M becomes higher in 1N alkali solution. The increased swell in the soil with 1N alkali solution is due to increase in the ion exchange capacity of soil at higher pH. The swell which is very high with 1N alkali solution decreases with 2N alkali solution. With increase in concentration of alkali solution to 2N, the increase in the negative charges due to alkalinity becomes less and the swell decreases due to dominant influence of electrolyte effect. With increase in the concentration of alkali solution to 4N, both these influences become less and the amount of swell remains the same. Significant increase in the amount of swell is observed with alkali solution even in non-swelling red earth. The nature of swell as well as the formation of minerals is not altered by the change in the concentration of alkali solution. At any concentrations of alkali solution the observed swell is noticed in two stages – very small first stage of swell due to lower ion exchange capacity and considerable second stage of swell due to the formation of new mineral (Sodalite) with any concentration of alkali solution. It has been observed that the normal hyperbolic swell – compression relationship does not apply for the alkali contaminated soils. The higher swell does not result in higher compression, as the swollen soil remains fairly incompressible. Analysis of the results and detailed studies on micro-structure and mineralogy of soils bring out mechanism of alkali effects. Comparing the swell behaviour of soils with alkali solutions brings out the relative importance of various mechanisms proposed for induced heave. The effect of salt solutions used viz., potassium chloride and magnesium chloride to restrict the influence of alkali solution on the volume change behaviour of BCS I is presented in Chapter 5. These salts react with alkali solution to form partly soluble potassium hydroxide (KOH) and sparingly soluble magnesium hydroxide (Mg(OH)B2B) respectively. Presence of ionic potassium can bring out potassium linkages, by bridging potassium ion between the unit layers of expansive minerals reducing the swell. Magnesium ions can restrict swell, by replacing the monovalent exchangeable ions present in soil and/or by formation of magnesium hydroxide which is a weak cementing agent. The effect of potassium hydroxide on the volume change behaviour of soil has been studied and the results clearly indicate that fixation of potassium is facilitated by high pH of KOH solution. Addition of potassium chloride has partially controlled the alkali induced heave in soil. Of the two stages of swelling observed in soil in the presence of 4N alkali solution, only the first phase of swelling is reduced which may be due to electrolyte effect and/or due to fixation of potassium. The second phase of swelling that occurs in soil due to mineralogical changes can not be controlled with the use of potassium chloride. Addition of magnesium chloride salt solution also reduced the effect of alkali solution mostly due to suppression of thickness of diffuse double layer that develops near clay surface. The nature of reduction in the swell of alkali solution during the two stages by magnesium chloride is similar to that of potassium chloride. The partial reduction in swell of soil in the presence of salt solutions leads to reduction in the compressibility of soil. Detailed data and analysis, presented in this chapter, bring out the role of microstructure and mineralogy on soil behaviour. The abnormal volume changes due to mineralogical changes affected by high concentration of sodium hydroxide could not be controlled with salt solutions, attempts are made to utilize fly ash to control the alkali induced heave. The pozzolanic compounds produced by hydration of compounds presented and/or produced by lime silica reactions can bind the soil particles controlling the swelling. The results on the effectiveness of fly ash on BCS I soil are presented in Chapter 6. The physical and chemical properties of fly ash along with the mineralogical composition and the microstructure of the fly ash are also presented in this chapter. Before studying the effect of fly ash to control the volume change behaviour of soils in presence of alkali solutions, the effect of alkali solutions on the volume change behaviour of fly ash itself has been studied. The results showed no noticeable changes in swell and compressibility of fly ash, encouraging its use for controlling the alkali induced swell. The ability of different percentages (10%, 20% and 50%) of fly ash to control alkali induced volume changes in soil with varying concentrations of alkali solutions, viz., 1N, 2N and 4N has been studied. The results indicate that the addition of fly ash effectively reduces alkali induced swell in BCS I. The effectiveness of fly ash increases with increase in its content. The reduction in swelling of soil is partially due to replacement of soil with fly ash and mainly due to cementation of soil particles by pozzolanic compounds produced. More than 25% of fly ash is generally required to significantly reduce the swell in alkali solutions. The reduction in swell with addition of fly ash also leads to lower compressibility of soil. The role of microstructure and mineralogy in controlling the volume change behaviour are also presented in this chapter. The effectiveness of fly ash in controlling the volume changes in RE and BCS M due to alkali solutions are studied in Chapter 7. The addition of fly ash completely eliminates the swelling in both the soils. The reduction in swelling up on addition of fly ash is essentially due to efficient binding of particles by pozzolanic reaction compounds. Addition of even 10% of fly ash is sufficient in completely arresting the swelling of RE and BCS M by alkali solution. Detailed data and analysis of the results to bring out the role of microstructure and mineralogy on the behaviour of soils are presented. It is clear that relatively higher amounts of fly ash is required to control the alkali induced heave in BCS I than in other soils at higher concentrations of alkali solution. The major conclusions from the study are presented in Chapter 8. The thesis demonstrates that alkali contamination alters mineralogy and morphology of soils affecting the volume change behaviour significantly. The study also brings out that fly ash can control the undesirable swell that occurs in most types of soils by cementing the soil particles to resist swelling. Though the amount of fly ash required to control the alkali induced heave varies, 25% of fly ash is often sufficient.