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2014 | Book

Cement Replacement Materials

Properties, Durability, Sustainability

Author: Ali Akbar Ramezanianpour

Publisher: Springer Berlin Heidelberg

Book Series : Springer Geochemistry/Mineralogy

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About this book

The aim of this book is to present the latest findings in the properties and application of Supplementary Cementing Materials and blended cements currently used in the world in concrete. Sustainability is an important issue all over the world. Carbon dioxide emission has been a serious problem in the world due to the greenhouse effect. Today many countries agreed to reduce the emission of CO2. Many phases of cement and concrete technology can affect sustainability. Cement and concrete industry is responsible for the production of 7% carbon dioxide of the total world CO2 emission. The use of supplementary cementing materials (SCM), design of concrete mixtures with optimum content of cement and enhancement of concrete durability are the main issues towards sustainability in concrete industry.

Table of Contents

Frontmatter
Chapter 1. Natural Pozzolans
Abstract
Pozzolan is defined as a siliceous or siliceous and aluminous material, which in itself possesses little or no cementitious value but will, in finely divided form and in the presence of moisture, chemically reacts with calcium hydroxide at ordinary temperatures to form compounds possessing cementitious properties.
Ali Akbar Ramezanianpour
Chapter 2. Fly Ash
Abstract
Fly ash is a by-product of the combustion of pulverized coal in thermal power plants. The dust-collection system removes the fly ash, as a fine particulate residue, from the combustion gases before they are discharged into the atmosphere.
Ali Akbar Ramezanianpour
Chapter 3. Granulated Blast Furnace Slag
Abstract
Metallurgical industry produces slag as by-products. Iron blast furnace slag is the major non-metallic product consisting of silicates and aluminosilicates of calcium. They are formed either in glassy texture used as a cementitious materials or in crystalline forms used as aggregates. Other slags such as copper slag have pozzolanic properties and react with lime. Steel slags are usually produced in crystalline form and are used as base materials for road construction or as aggregates in special concrete productions. The other utilizations of slags are in the production of slag wool for thermal isolation in the building industry and as lightweight aggregates for lightweight concretes. This part deals with the production and properties of iron blast furnace slag to be used as a binder in the cement and concrete industries.
Ali Akbar Ramezanianpour
Chapter 4. Silica Fume
Abstract
Silica fume or microsilica is very fine non-crystalline silica produced in electric arc furnaces as a by-product of the production of elemental silicon or alloys containing silicon. Micro-silica was first tested in concrete in Norway in the early 1950s. Higher strength was obtained for concretes containing silica fume. Performance of silica fume concretes in sulfate environment was also better than normal Portland cement concretes.
Ali Akbar Ramezanianpour
Chapter 5. Metakaolin
Abstract
Metakaolin (MK), commercially available since the mid-1990s, is one of the recently developed supplementary cementing materials (SCM) that conforms to ASTM C 618, Class N pozzolan Specifications. Metakaolin differs from other supplementary cementitious materials (SCMs), like fly ash, silica fume, and slag, in that it is not a by-product of an industrial process; it is manufactured for a specific purpose under carefully controlled conditions [1, 2]. This allows manufacturing process of metakaolin to be optimized, ensuring the production of a consistent pozzolanic material. Metakaolin is produced by heating kaolin, one of the most abundant natural clay minerals, to temperatures of 650–900 °C. The Meta prefix in the term is used to denote change. The scientific use of the prefix is used for a combining form denoting the least hydrated of a series. In the case of metakaolin, the change that is taking place is dehydroxylization, brought on by the application of heat over a defined period of time. This heat treatment, or calcinations, serves to break down the structure of kaolin. Bound hydroxyl ions are removed and resulting disorder among alumina and silica layers yields a highly reactive, amorphous material with pozzolanic and latent hydraulic reactivity, suitable for use in cementing applications [3, 4]. The first documented use of MK was in 1962, when it was incorporated in the concrete used in the Jupia Dam in Brazil [5].
Ali Akbar Ramezanianpour
Chapter 6. Rice Husk Ash
Abstract
Rice-husk (RH) is an agricultural by-product material. It constitutes about 20 % of the weight of rice. It contains about 50 % cellulose, 25–30 % lignin, and 15–20 % of silica. When rice-husk is burnt rice-husk ash (RHA) is generated. On burning, cellulose and lignin are removed leaving behind silica ash. The controlled temperature and environment of burning yields better quality of rice-husk ash as its particle size and specific surface area are dependent on burning condition. For every 1000 kg of paddy milled, about 200 kg (20 %) of husk is produced, and when this husk is burnt in the boilers, about 50 kg (25 %) of RHA is generated. Completely burnt rice-husk is grey to white in color, while partially burnt rice-husk ash is blackish
Ali Akbar Ramezanianpour
Chapter 7. Limestone
Abstract
One of the materials being introduced to blended cements as a constituent is limestone or calcium carbonate (CaCO3). This has led to the production of Portland-limestone cement, i.e. cements that have been interground with limestone. Most Portland cement specifications allow the use of up to 5 % limestone. Beyond that, Portland-limestone cements are categorized based on the percentage of limestone added to the cement. Portland-limestone cements consisting of limestone from 5 % up to about 40 % are being produced and used in various countries around the world, with the most commonly used cement type used in Europe being CEM II/A composite cement with 5–20 % limestone. Also, different standards have stated specifications in regards to the amount of limestone used in Portland-limestone cements.
Ali Akbar Ramezanianpour
Chapter 8. The Role of Supplementary Cementing Materials on Sustainable Development
Abstract
It is impossible to walk through cities without seeing concrete in some form. Whether it is in the latest high rise being constructed, new side walks being cured, in roads connecting the city, in dams, bridges, marine structures, industrial plants, etc. concrete is inescapable.
Ali Akbar Ramezanianpour
Metadata
Title
Cement Replacement Materials
Author
Ali Akbar Ramezanianpour
Copyright Year
2014
Publisher
Springer Berlin Heidelberg
Electronic ISBN
978-3-642-36721-2
Print ISBN
978-3-642-36720-5
DOI
https://doi.org/10.1007/978-3-642-36721-2