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Author :
Publisher :
ISBN 13 :
Total Pages : 854 pages
Book Rating : 4.F/5 ( download)
Download or read book Dissertation Abstracts International written by and published by . This book was released on 2002 with total page 854 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Author : Imre Biczók
Publisher :
ISBN 13 :
Total Pages : 552 pages
Book Rating : 4.:/5 (89 download)
Download or read book Concrete Corrosion and Concrete Protection written by Imre Biczók and published by . This book was released on 1967 with total page 552 pages. Available in PDF, EPUB and Kindle. Book excerpt: Contents - Preface to the English edition - Preface to the German edition - Introduction - CHAPTER I. - The basic materials of concrete - A) Cements and their resistance to corrosion - 1. The composition of cements - 2. The hydration of cement - 3. The resistance of various cements to chemical attack - B) Aggregates - 1. Sand - 2. Gravel - 3. Crushed stone - 4. Blast-furnace slag - 5. Coal slag - 6. Other aggregates - 7. Conclusion - C) Mixing water - CHAPTER II. - Groundwater - A) Engineering hydrology - 1. Determination of the highest groundwater table - 2. Determination of variations in the highest groundwater table - 3. Groundwater flow - 4. Hydrochemical groundwater maps - B) Groundwater sampling - C) Soil sampling - D) The reliability of analytical data of groundwater and soil samples - E) Investigation of groundwater and soil properties - CHAPTER III. - The corrosion and protection of concrete - A) The investigation of concrete corrosion - 1. Corrosion research 2. Rapid methods of corrosion testing - 3. The performance of corrosion tests - 4. Summary - B) General aspects of corrosion - C) Leaching corrosion of concrete due to soft water - 1. The hardness of water and its effect - 2. The effects of soft river water and groundwater in motion - 3. Effects of soft water seeping under pressure - 4. The effect of warm soft water - 5. The effect of cement type - 6. The effect of concrete density - 7. Effect of the concrete surface - 8. Dimensions and age of concrete - 9. Protective measures against the leaching action of water - D) Concrete corrosion due to attacking compounds - CHAPTER IV. Factors increasing or reducing corrosion - A) Corrosion of concrete due to flowing groundwater - B) The corrosive effect of warm groundwater - C) Corrosion due to fluctuations of the groundwater table - D) Corrosion in the range of evaporation - E) Thin-walled concrete objects, concrete canals, piles etc - 1. Cases of corrosion - 2. Protective measures - F) The effect of air oxidation - G) Microbiological corrosion (caused by sulphur bacteria) - 1. Sulphate-forming bacteria - 2. Sulphate-reducing bacteria - 3. Attempt at bacterial protection of concrete - 4. Iron organisms - CHAPTER V. Detailed discussion of protective measures against corrosive effects - A) Passive protective measures - 1. Selection of the suitable concrete mix and method of placement - 2. Surface treatments - 3. Other methods of protection - 4. Perfect sealing (waterproofing) - B) Active protective measures - 1. Exclusion of aggressive water - 2. Neutralization of aggressive water by chemical and biological methods - C) Repair of damaged concrete - Conclusion - Bibliography - Index -
Author : Frederick Field Purdon
Publisher :
ISBN 13 :
Total Pages : 182 pages
Book Rating : 4.3/5 (91 download)
Download or read book Aqueous Solution and the Phase Diagram written by Frederick Field Purdon and published by . This book was released on 1946 with total page 182 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Author : Mark Alexander
Publisher : Springer Science & Business Media
ISBN 13 : 9400754132
Total Pages : 471 pages
Book Rating : 4.4/5 (7 download)
Download or read book Performance of Cement-Based Materials in Aggressive Aqueous Environments written by Mark Alexander and published by Springer Science & Business Media. This book was released on 2012-12-18 with total page 471 pages. Available in PDF, EPUB and Kindle. Book excerpt: Concrete and cement-based materials must operate in increasingly aggressive aqueous environments, which may be either natural or industrial. These materials may suffer degradation in which ion addition and/or ion exchange reactions occur, leading to a breakdown of the matrix microstructure and consequent weakening. Sometimes this degradation can be extremely rapid and serious such as in acidic environments, while in other cases degradation occurs over long periods. Consequences of material failure are usually severe – adversely affecting the health and well-being of human communities and disturbing ecological balances. There are also large direct costs of maintaining and replacing deteriorated infrastructure and indirect costs from loss of production during maintenance work, which place a great burden on society. The focus of this book is on addressing issues concerning performance of cement-based materials in aggressive aqueous environments , by way of this State-of-the-Art Report. The book represents the work of many well-known and respected authors who contributed chapters or parts of chapters. Four main themes were addressed: I. Nature and kinetics of degradation and deterioration mechanisms of cement-based materials in aggressive aqueous environments, II. Modelling of deterioration in such environments, III. Test methods to assess performance of cement-based materials in such environments, and which can be used to characterise and rate relative performance and inform long term predictions, IV. Engineering implications and consequences of deterioration in aggressive aqueous environments, and engineering approaches to the problem.
Author : Charles Lafrenière
Publisher :
ISBN 13 :
Total Pages : 225 pages
Book Rating : 4.:/5 (113 download)
Download or read book Évaluation du comportement en durabilité de nouvelles matrices cimentaires pour l'obtention de bétons respectueux de l'environnement written by Charles Lafrenière and published by . This book was released on 2017 with total page 225 pages. Available in PDF, EPUB and Kindle. Book excerpt: Le béton figure parmi les matériaux de construction les plus polluants compte tenu du grand volume utilisé chaque année. La production du ciment portland, l'ingrédient clé du béton, est très énergivore et le procédé de décarbonatation génère de grandes quantités de CO2. L'industrie du ciment est responsable d'environ 5 à 7% des émissions mondiales de gaz à effet de serre. Dans ce contexte, la recherche de nouveaux liants pour la fabrication de bétons verts et durables est un domaine en constante expansion. L'objectif est de développer et proposer des alternatives à l'industrie. Les ciments composés (ciment + ajouts cimentaires alternatifs) et les liants de nouvelle génération appelés "géopolymères" représentent deux alternatives intéressantes. Toutefois, il est important d'évaluer leur comportement en durabilité pour que ces matériaux soient acceptés. Ce projet de recherche s'intéresse donc à l'évaluation du comportement en durabilité de ces deux alternatives. La performance en durabilité de la poudre de verre mixte (PV) et d'une cendre volante de biomasse (CVK) contre l'alcali-réaction (RAG) a ainsi été évaluée par l'entremise d'essais d'expansion sur mortier (CSA A23.2-25A) et sur béton (CSA A23.2-14A) pour des niveaux de remplacement du ciment portland de 20% et 30%. Les résultats obtenus à ce jour montrent qu'à 20% et 30% de remplacement du ciment, ces deux ajouts cimentaires alternatifs ne rencontrent pas les exigences normatives à ce qui a trait à leur utilisation comme mesure préventive appropriée contre la RAG. La performance des géopolymères a également été évaluée dans le but de se familiariser avec les différents paramètres de synthèse, mais aussi afin de déterminer la viabilité de ces systèmes en durabilité, plus précisément contre la RAG. Les résultats sur mortier et sur béton démontrent que la nature du matériau "source", la température et la durée de cure, le temps de malaxage, la nature et la concentration de la solution d'activation, ainsi que la présence d'humidité sont les paramètres qui ont le plus d'influence sur le développement des résistances mécaniques des géopolymères. Les résultats d'essai d'expansion face à l'alcali-réaction sont très variables et aucune tendance n'a été observée sur mortier, tandis que les résultats sur béton montrent une expansion excessive à long terme.
