3. cement replacement materials lecture
TRANSCRIPT
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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