3. cement replacement materials lecture

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    Cement Replacement

    Materials

    Concrete Technology

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    Learning Outcome

    To evaluate the properties of concreteconstituent materials.

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    What are cement replacement

    materials? Cement replacement materials (CRM) are some

    kind of mineral admixtures.

    Mineral admixtures are finely divided siliceous

    materials which are added to concrete in relatively

    large amounts, generally in the range 20 to 70

    percent by mass of the total cementitious material.

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    Why CRM?

    The concrete industry is the largestconsumer of virgin materials such assand, gravel, crushed rock, and freshwater.

    It is consuming Portland and modifiedPortland cements at an annual rate ofabout 1.6 billion metric tons.

    The cement production consumes vastamounts of limestone and clay besidesbeing energy-intensive.

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    Why CRM?

    Obviously, large amounts of energy and materials, in

    addition to financial resources, are wasted when

    structures deteriorate or fail prematurely which, in fact,

    has been the case with many recently built reinforcedconcrete bridge decks, parking garages, and marine

    structures throughout the world.

    Traditionally, most concrete structures are designed

    for a service life of 50 years.

    With the advent of high-performance concrete

    mixtures, some structures are now being designed and

    built for a service life of 100 years.

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    Why CRM?

    In the long run, sustainable development of the

    concrete industry will not take place until we are

    able to make even more dramatic improvements in

    our resource productivity.

    In this context, it should be noted that the Factor

    Ten Club, a group of scientists, economists and

    business people have made a declaration that,

    within one generation, nations can achieve atenfold increase in their resource productivity

    through a 90% reduction in the use of energy and

    materials.

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    Major effects of CRM on

    properties of concrete

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    Types and Classification

    Natural materials

    Natural materials have been processed for the sole

    purpose of producing a pozzolan. Processing usuallyinvolves crushing, grinding, and size separation; in

    some cases it may also involve thermal activation.

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    Types and Classification

    Industrial by-products

    By-product materials are not the primary products of the

    industry producing them. Industrial byproducts may or may not

    require any processing. Some of the byproducts are:

    Fly ash (pulverized fuel ash) FA or PFA is the ash from

    pulverized coal used to fire in power stations

    Ground granulated blast furnace slag (ggbs); slag from scum

    formed in iron smelting in a blast furnace, ground to a powder

    Condensed silica fume; sometimes called micro-silica;

    very fine particles of silica condensed from waste gases given

    off in production of silicon metal

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    Types and Classification

    Natural Pozzolan

    Except diatomaceous earth, all natural pozzolan are

    derived from volcanic rocks and minerals. Duringexplosive volcanic eruptions quick cooling of the

    magma, which is composed mainly of aluminosilicates

    results in the formation of glass or vitreous phases

    with disordered structure.

    Agricultural wastes

    Rice husk ask

    Oil palm ash

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    What does it mean by pozzolanic

    materials?A pozzolanic material is one which

    contains active silica (SiO2) and is not

    cementitious in it but will, in a finely dividedform and in presence of moisture,

    chemically reacts with calcium hydroxide at

    ordinary temperatures to form cementitious

    compoundsPozzolanic reaction (Secondary reaction)

    S + CH + H C- S - H

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    Pozzolanic Reactivity Index

    The applicability of pozzolanic materials used

    as admixtures in cement technology is

    determined by the so-called pozzolanicactivity.

    This pozzolanic activity is strongly related to

    the amount of active components, such as

    SiO2 and Al2O3 available in reaction withcalcium hydroxide formed as a result of

    calcium silicate hydrolysis .

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    Pozzolanic Reactivity Index

    The calcium silicates, as it is commonly known, arethe main constituents of Portland cement. Pozzolanicactivity of materials depends generally on the activesilica content.

    In cement paste this active silica dissolves andprecipitates in the form of calcium silicate hydrate, so-called CSH phase.

    Thus the calcium hydroxide content in cement pastedecreases, as a result of calcium ions consumption byadditional silica.

    Cement pastes produced with pozzolanic admixturesshow fairly good strength, long-term durability andcorrosion resistance.

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    Determination of pozzolanic

    reactivity indexDirect Methods

    They are based on the measurement of

    the amount of lime reacted Compressive strength

    Thermal method

    Accelerated chemical method

    Indirect Method

    Conductometric technique

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    Fly Ash, FA

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    Fly Ash: Classification

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    Low Calcium Fly Ash

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    High Calcium Fly Ash

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    Fly Ash Microstructure

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    Fly Ash Particle Size

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    Ground granulated blast

    furnace slag, GGBS

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    Ground granulated blast

    furnace slag, GGBS

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    Silica fume

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    Silica fume

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    Rice husk ash, RHA

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    Rice husk ash, RHA

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    Metakaolin

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    Thank You