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SSRG International Journal of Civil Engineering (SSRG-IJCE) – EFES April 2015
ISSN: 2348 – 8352 www.internationaljournalssrg.org Page 96
Geopolymer Concrete - A Review Bharat Bhushan Jindal
#1, Kamal Khetarpal
*2
#Assistant Professor, Department of Civil Engg., MM University, Sadopur, Ambala, Haryana, India
*Assistant Professor, Department of Civil Engg., MM University, Sadopur, Ambala, Haryana, India
Abstract- Concrete made up of cement, aggregates, water &
additives is the world’s most consumed construction material
since it is found to be more versatile, durable and reliable.
Concrete is the second most consumed material after water
which required large quantities of Portland cement. The
production of Ordinary Portland Cement (OPC) causes havoc to
the environment due to the emission of CO2 as well mining also
results in unrecoverable loss to nature. Estimated carbon
emissions from cement production in 1994 were 307 MtC, 160
MtC from calcination, and 147 MtC from energy use which
account for 5% of 1994 global anthropogenic CO2 emissions.
Hence, it is the need of hour to find an alternative material to the
existing most expensive cement-concrete. Geopolymer concrete is
an innovative construction material which shall be produced by
the chemical action of inorganic molecules. Fly Ash, a by-
product of coal obtained from the thermal power plant is plenty
available worldwide. Fly ash rich in silica and alumina on
reacting with alkaline solution produce aluminosilicate gel that
act as the binding material for the concrete. It is an excellent
alternative construction material to plain cement concrete
without using any amount of ordinary Portland cement.
Geopolymer concrete shows a greener substitute for ordinary
Portland cement concrete in some applications.
This paper briefly reviews the structural properties of
Geopolymer concrete and its applications.
Keywords— Concrete, Geoploymer, Geoploymer concrete.
I. INTRODUCTION
A. Concrete
Concrete is one of the most widely used
construction material in the world. Ordinary
Portland cement (OPC) is conventionally used as
the primary binder to produce concrete. Production
of Portland cement is currently exceeding 2.6
billion tons per year worldwide and growing at 5
percent annually which generates nearly 7% of
atmospheric carbon-di-oxide contributing largely to
the global warming. Cement manufacturing is
power intensive and about 120 kWh of power is
required to produce one tons of cement resulting
into consumption of nearly 200 kg of coal. On the
other hand, a huge volume of fly ash is generated
around the world. Most of the fly ash is not
effectively used, and a large part of it is disposed in
landfills which affects aquifers and surface bodies
of fresh water. Hence, it is the need of hour to find
an alternative material to the existing most
expensive cement-concrete.
Several studies have been carried out to reduce the
use of Portland cement in concrete to address the
global warming issues. These include the utilization
of supplementary cementing materials such as fly
ash, silica fume, granulated blast furnace slag, rice-
husk ash and metakaolin, and the development of
alternative binders to Portland cement.
B. Geopolymers
Geopolymers are polymers which undergo
polycondensation and set fast at low temperature
within a few minutes. They are hard, inorganic ,
non-inflammable as well as stable at temperature up
to 1250 0C.[ D. Joseph 2002]. Geopolymers better
can be described as a family of mineral binders with
chemical composition similar to zeolites but with an
amorphous microstructure. Geopolymers results in
to polycondensation of silica and alumina from a
source material rich in silica (Si) and aluminium
(Al) like fly ash, silica fume, rice husk ash etc. to
attain structural strength instead of forming the
calcium-silicate-hydrates as in case of ordinary
Portland cement [N.P. Rajamane 2009].
C. Geopolymer Concrete
Geopolymer concrete is a new concrete which does
not utilize any Portland cement as a binder, binding
properties are produced by the reaction of an
alkaline liquid with a source material which is rich
in silica and alumina.
SSRG International Journal of Civil Engineering (SSRG-IJCE) – EFES April 2015
ISSN: 2348 – 8352 www.internationaljournalssrg.org Page 97
The geopolymers are composed of any thermally
activated natural materials like Meta kaolinite or
industrial by-products like fly ash or slag to provide
a source of silicon (Si) and aluminium (Al). These
Silicon and Aluminium is dissolved in an alkaline
activating solution and subsequently polymerizes
into molecular chains and become the binder.
Davidovits (2002) concluded that the production of
one tons of Geopolymer binder generates 0.18 tons
of CO2, from the combustion of carbon-fuel,
compared to one tons of CO2 from Portland cement.
II. GEOPOLYMER CONCRETE MATERIALS
Fly ash, a by-product from thermal power stations
which is found to have rich in silica and alumina is
used in Geopolymer concrete which further helps in
reducing global warming.
GGBS, Ground-granulated blast-furnace slag which
is a by-product of iron and steel-making industry
obtained from a blast furnace and is a fine powder.
GGBS is a glassy, granular, non-metallic material
consisting essentially of silicates and aluminates of
calcium and other bases. GGBS has been widely
used in Europe, United States and in Asia
(particularly in Japan and Singapore) for its
superiority in concrete durability.
Aggregates, fine and coarse aggregates are used in
Geopolymer concrete.
Alkaline Solutions, Sodium or Potassium based
hydroxide and silicate can be used as alkaline used
which on reacting with silica and alumina of fly ash
will result into production of binder material.
III. GEOPOLYMER CONCRETE PROPERTIES
A. Compressive Strength
Compressive strength is one of the most essential
properties of concrete. Anuar et. al, (2011)
explained that the higher concentration of sodium
hydroxide solution inside the Geopolymer concrete
will produce higher compressive strength of ;
because NaOH will make the good bonding
between aggregate and paste of the concrete.
B.Vijya Rangan et. al, (2004) stated that the
compressive strength of Geopolymer concrete is
very high compared to the ordinary Portland cement
concrete. The compressive strength of Geopolymer
concrete is about 1.5 times more than that of the
compressive strength with the ordinary Portland
cement concrete, for the same mix. Similarly the
Geopolymer Concrete showed good workability as
of the ordinary Portland Cement Concrete.
C.K. Madheswaran et. Al. (2013) concluded from
their experimental study that increasing the molar
ratio of NaOH in GPC from 3M to 7M increases the
compressive strength which was higher at 7M
B. Durability
Rangan, B.V. (2008) stated that Geopolymer
concrete is more resistant to heat, sulphate attack,
water ingress & alkali-aggregate reaction. The role
of calcium in Geopolymer concrete made up of fly
ash is very prominent since it may cause flash
setting.
Wallah et. al, (2006) Explained that, heat-cured fly
ash-based Geopolymer concrete undergoes low
creep and very little drying shrinkage in the order of
about 100 micro strains after one year. And it has
an excellent resistance to sulphate attack.
Chanh et al., (2008) stated that fly ash-based
Geopolymer had been proved to provide better
resistance against aggressive environment. As such,
this advantage can be used to construct structure
that exposed to marine environment.
Sathia et al.,(2008) explained that the exposure of
Geopolymer in acid solution shows that the weight
loss due to the exposure is only 0.5% compared to
normal concrete when immersed in 3% sulphuric
acid.
SSRG International Journal of Civil Engineering (SSRG-IJCE) – EFES April 2015
ISSN: 2348 – 8352 www.internationaljournalssrg.org Page 98
IV. ECONOMIC BENEFITS OF GEOPOLYMER
CONCRETE
N A Lloyd and B V Rangan (2010) concluded that
heat-cured, low-calcium fly ash-based Geopolymer
concrete is estimated to be about 10 to 30 percent
cheaper than that of Portland cement concrete. In
addition, the appropriate usage of one ton of fly ash
earns approximately one carbon-credit which in
terms of ecological aspect makes it more
economical.
One tons of low-calcium fly ash can manufacture
approximately three cubic meters of high quality fly
ash-based Geopolymer concrete. Furthermore, the
very little drying shrinkage, the low creep, the
excellent resistance to sulfate attack, and good acid
resistance offered by the heat-cured low-calcium fly
ash-based Geopolymer concrete may yield
additional economic benefits when it is utilized in
infrastructure applications.
Geopolymer concrete has significant advantages
over standard concretes. It is much more durable
than standard concrete and requires little repair,
thus saving huge amounts of money to be spent on
repairing and maintaining concrete based
infrastructure.
V. NECESSITY OF GEOPOLYMER CONCRETE
Owing to the tremendous growth in development of
infrastructure globally, consumption of cement as
per International Cement Review’s report was
3,294 million tons in 2010 which is increasing by
nearly 12% annually resulting which significantly
create a huge shortage on limestone in future, in
addition to this emitting of CO2 in the atmosphere is
the major threat resulting into global warming.
Kumar V. et al. (2005) submitted the estimate in
their report that the thermal power industry is
expected to produce fly ash to about 170 million
tons by 2012 and 225 million tons by 2017.
Lokeshappa et al. (2011) stated that the fly ash
utilization rate in the construction field is 38%,
remaining portions of the fly ash stored in pond and
pollute the environment of the region. So, it
necessitates to undertake research and
development for studying the structural properties
of fly ash and to utilize the industrial waste
products in the construction.
Above study clearly indicate that if Geopolymer
concrete is developed then it will be of greater help
to consume industrial waste materials along with
replacement of Portland cement which will
significantly help in reducing global warming.
VI. APPLICATIONS
Aleem et. al, (2012) mentioned that, Geopolymer
Concrete can be used in the precast industries, so
that huge production is possible in short duration
and the breakage during transportation shall also be
minimized. It shall be effectively used for the beam
column junction of reinforced concrete structures
and infrastructure works. In addition to that the fly
ash shall be effectively used and hence no landfills
are required to dump the fly ash.
Anuar et. al, (2011) in this respect, the Geopolymer
technology proposed by Davidovits shows
considerable promise for application in concrete
industry as an alternative binder to the Portland
cement. It can be used to produce precast railway
sleepers and other pre-stressed concrete building
components.
VII. CHALLENGES
In addition to various advantages expected from
Geopolymer concrete over ordinary Portland
cement based concrete a few of the challenges may
have to overcome before its practical application.
Geopolymer concrete requires the use of chemicals
which can be harmful and if not handled properly.
Durability aspect of geoploymer concrete is still in
the process of investigation which need to be
established before its commercial application.
SSRG International Journal of Civil Engineering (SSRG-IJCE) – EFES April 2015
ISSN: 2348 – 8352 www.internationaljournalssrg.org Page 99
Geopolymer concrete mix design is yet to establish
which is still on the bases on conventional concrete
mix design methods.
VIII. CONCLUSIONS
Fly ash-based Geopolymer is better than normal
concrete in many aspects such as compressive
strength, exposure to aggressive environment,
workability and exposure to high temperature.
Study shows that Geopolymer concrete is more
resistant to corrosion and fire, has high compressive
and tensile strengths, and it gains its full strength
quickly (cures fully faster). It also shrinks less than
standard concrete. Thus, owing to these structural
advantages it may be concluded that in near future
Geopolymer concrete may find an effective
alternate to standard cement concrete.
A detailed research and study is required about
Geopolymer concrete so that researches should
come to a common conclusion considering all the
merits as well demerits.
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