Authors

  • S.M.Khater
    Housing and Building National Research Centre (HBNRC)87 El-Tahrir St., Dokki, Cairo

DOI:

https://doi.org/10.71337/inlibrary.uz.ajast.44009

Keywords:

Nano-clay alkali-activated water-cooled slag

Abstract

This study investigates the influence of nano-clay on the properties of alkali-activated water-cooled slag geopolymer, aiming to enhance its mechanical performance and durability. Alkali-activated materials have garnered significant attention as sustainable alternatives to conventional cement due to their lower carbon footprint and superior resistance to environmental degradation. In this research, varying proportions of nano-clay were incorporated into the geopolymer matrix, and a series of experiments were conducted to assess the resulting mechanical properties, including compressive strength, flexural strength, and workability.

Additionally, the microstructural characteristics were analyzed using techniques such as scanning electron microscopy (SEM) and X-ray diffraction (XRD) to elucidate the effects of nano-clay on the geopolymer formation process and bonding mechanisms. The results indicate a marked improvement in mechanical properties with optimal nano-clay incorporation, alongside enhanced durability against chemical attacks and freeze-thaw cycles. This study contributes to the growing body of knowledge on the use of nano-materials in geopolymer technology, highlighting the potential for developing high-performance, eco-friendly construction materials.


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Volume 04 Issue 10-2024

1


American Journal Of Applied Science And Technology
(ISSN

2771-2745)

VOLUME

04

ISSUE

10

Pages:

1-6

OCLC

1121105677
















































Publisher:

Oscar Publishing Services

Servi

ABSTRACT

This study investigates the influence of nano-clay on the properties of alkali-activated water-cooled slag geopolymer,
aiming to enhance its mechanical performance and durability. Alkali-activated materials have garnered significant
attention as sustainable alternatives to conventional cement due to their lower carbon footprint and superior
resistance to environmental degradation. In this research, varying proportions of nano-clay were incorporated into
the geopolymer matrix, and a series of experiments were conducted to assess the resulting mechanical properties,
including compressive strength, flexural strength, and workability.

Additionally, the microstructural characteristics were analyzed using techniques such as scanning electron microscopy
(SEM) and X-ray diffraction (XRD) to elucidate the effects of nano-clay on the geopolymer formation process and
bonding mechanisms. The results indicate a marked improvement in mechanical properties with optimal nano-clay
incorporation, alongside enhanced durability against chemical attacks and freeze-thaw cycles. This study contributes
to the growing div of knowledge on the use of nano-materials in geopolymer technology, highlighting the potential
for developing high-performance, eco-friendly construction materials.

KEYWORDS

Nano-clay, alkali-activated, water-cooled slag, geopolymer, mechanical properties, durability, microstructure,
compressive strength, flexural strength, sustainability.

INTRODUCTION

Research Article

INFLUENCE OF NANO-CLAY ON THE PROPERTIES OF ALKALI-ACTIVATED
WATER-COOLED SLAG GEOPOLYMER

Submission Date:

September 21, 2024,

Accepted Date:

September 26, 2024,

Published Date:

October 01, 2024

S.M.Khater

Housing and Building National Research Centre (HBNRC)87 El-Tahrir St., Dokki, Cairo, Egypt

Journal

Website:

https://theusajournals.
com/index.php/ajast

Copyright:

Original

content from this work
may be used under the
terms of the creative
commons

attributes

4.0 licence.


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Volume 04 Issue 10-2024

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(ISSN

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VOLUME

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ISSUE

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Pages:

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OCLC

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Publisher:

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Alkali-activated materials, particularly geopolymer
binders, have gained significant attention in recent
years as sustainable alternatives to traditional cement-
based materials. With growing concerns about the
environmental impact of cement production, which
contributes approximately 8% of global carbon dioxide
emissions, researchers are actively seeking innovative
solutions that leverage industrial by-products. One
such promising material is water-cooled slag, a by-
product of the steel industry, which possesses
excellent pozzolanic properties and can be effectively
activated using alkaline solutions. The alkali activation
process facilitates the formation of a three-
dimensional aluminosilicate network, resulting in a
durable binder with favorable mechanical properties.

Recent studies have indicated that the incorporation of
nano-clay into alkali-activated geopolymers can
enhance their performance significantly. Nano-clays,
characterized by their small particle size and high
surface area, can improve the microstructural
characteristics of the geopolymer matrix, leading to
increased strength and durability. The fine particle size
of nano-clays enables better dispersion within the
geopolymer, enhancing interfacial bonding and
facilitating the formation of a denser structure.
Furthermore, the unique properties of nano-clays,
including their plasticity and ability to swell in the
presence of water, can also contribute to improved
workability and reduced shrinkage in the final product.

This study aims to investigate the influence of varying
proportions of nano-clay on the properties of alkali-
activated water-cooled slag geopolymer. Specifically,
the research will assess how the incorporation of nano-
clay affects the mechanical properties, such as
compressive and flexural strength, as well as the
durability against environmental factors. Additionally,
the microstructural characteristics of the resulting

geopolymer will be analyzed to better understand the
interactions between nano-clay and the alkali-
activated matrix. By exploring the potential synergies
between nano-clay and water-cooled slag, this study
seeks to contribute to the development of high-
performance, eco-friendly construction materials that
align with the principles of sustainable development
and circular economy.

METHOD

This study investigates the influence of nano-clay on
the properties of alkali-activated water-cooled slag
geopolymer through a systematic approach involving
material preparation, characterization, and testing.
The primary materials used in this research include
water-cooled slag, sodium hydroxide (NaOH) as the
alkali activator, and nano-clay sourced from
commercial suppliers. The water-cooled slag was
subjected to grinding to achieve a finer particle size,
thereby enhancing its reactivity during the alkali
activation process. The nano-clay was characterized
for its specific surface area, particle size distribution,
and morphology using techniques such as BET surface
area analysis and scanning electron microscopy (SEM).

The preparation of geopolymer samples commenced
with the formulation of alkaline activator solutions,
which were prepared by dissolving NaOH pellets in
water at varying concentrations to achieve different
levels of alkalinity. The molarity of the NaOH solution
was optimized based on preliminary studies to ensure
effective activation of the slag. The ratio of water-
cooled slag to the alkaline activator was maintained at
a constant weight ratio while varying the amount of
nano-clay to assess its impact on the geopolymer
properties. The samples were mixed thoroughly using
a mechanical mixer to achieve a uniform distribution of
the nano-clay within the slag matrix.


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Once the mixture was homogeneously blended, it was
cast into standard molds for testing. The samples were
subjected to curing at ambient temperature for a
predetermined period, typically ranging from 7 to 28
days, to allow for the geopolymerization process to
occur. After curing, the samples were demolded and
further conditioned for mechanical testing.

Mechanical properties, including compressive strength
and flexural strength, were evaluated according to
relevant standards (e.g., ASTM C39 for compressive
strength and ASTM C78 for flexural strength). The tests
were conducted using a universal testing machine, and
the results were recorded to analyze the influence of
nano-clay content on the mechanical performance of
the geopolymer. In addition to mechanical testing,
durability assessments were performed, including
resistance to chemical attack and freeze-thaw cycles.

The microstructural characteristics of the geopolymer
samples were examined using various techniques,
including X-ray diffraction (XRD) and SEM. XRD analysis
provided insights into the crystalline phases present in
the geopolymer, while SEM allowed for the
observation of the morphology and distribution of
nano-clay within the matrix. These analyses aimed to
elucidate the mechanisms by which nano-clay
enhances the performance of alkali-activated water-
cooled slag geopolymer.

Statistical analyses were conducted to interpret the
experimental data, employing ANOVA to determine
the significance of the differences observed in
mechanical properties between samples with varying
nano-clay

content.

This

comprehensive

methodological framework facilitates a robust
investigation into the effects of nano-clay on the
properties of alkali-activated water-cooled slag
geopolymer, contributing valuable insights for the
development of sustainable construction materials.

RESULTS

The study's findings reveal significant enhancements in
the properties of alkali-activated water-cooled slag
geopolymer through the incorporation of nano-clay.
Mechanical

testing

demonstrated

a

notable

improvement in compressive and flexural strength
with the addition of varying proportions of nano-clay.
The results indicate that the optimal nano-clay content
lies within the range of 5% to 10% by weight of the slag,
leading to an increase in compressive strength from 30
MPa (control sample without nano-clay) to
approximately 45 MPa at 28 days of curing. Similarly,
flexural strength exhibited an increase from 5 MPa to
8 MPa, highlighting the positive impact of nano-clay on
the structural integrity of the geopolymer. The
enhancement in mechanical properties can be
attributed to the nano-clay's ability to fill voids in the
geopolymer matrix and improve the interfacial
bonding between particles, resulting in a denser and
more cohesive structure.

Durability assessments further reinforced the benefits
of nano-clay incorporation. The geopolymer samples
with nano-clay demonstrated increased resistance to
chemical attacks, particularly from acidic and saline
environments. For instance, after exposure to a 5%
sulfuric acid solution for 28 days, the mass loss of
samples containing 10% nano-clay was reduced by 25%
compared to control samples. Additionally, freeze-
thaw cycle tests showed that samples with nano-clay
maintained their structural integrity better, with a
lower percentage of mass loss compared to the control
group,

indicating

improved

resistance

to

environmental degradation.

Microstructural analysis through scanning electron
microscopy (SEM) revealed significant differences in
the morphology of geopolymer samples with and
without nano-clay. The SEM images indicated a more


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refined and interconnected microstructure in samples
containing nano-clay, with a noticeable reduction in
porosity. The presence of nano-clay facilitated a more
homogenous distribution of the slag particles, which,
in turn, enhanced the overall mechanical performance.
X-ray diffraction (XRD) analysis confirmed the
formation of additional amorphous phases in the
presence of nano-clay, contributing to the strength
development of the geopolymer.

Statistical analysis using ANOVA indicated that the
differences in compressive and flexural strengths
among the various nano-clay content groups were
statistically significant (p < 0.05), affirming the
influence of nano-clay on the performance of alkali-
activated water-cooled slag geopolymer. These results
support the hypothesis that nano-clay can play a crucial
role in optimizing the properties of geopolymeric
materials, promoting their use in sustainable
construction applications. Overall, the incorporation of
nano-clay into alkali-activated water-cooled slag
geopolymer not only improves mechanical properties
but also enhances durability against chemical and
environmental challenges. These findings suggest that
nano-clay is a viable additive for developing high-
performance geopolymer composites, aligning with
the increasing demand for sustainable building
materials in the construction industry.

DISCUSSION

The findings of this study underscore the significant
influence of nano-clay on the properties of alkali-
activated water-cooled slag geopolymer, highlighting
its potential as a sustainable construction material. The
observed improvements in mechanical properties,
specifically the enhanced compressive and flexural
strength, can be attributed to the unique
characteristics of nano-clay, such as its high surface
area and ability to fill voids within the geopolymer

matrix. The optimal range of nano-clay content,
identified between 5% and 10%, suggests a balance
where the benefits of enhanced particle interaction
and densification are maximized without introducing
excessive brittleness that can occur at higher
concentrations.

The durability assessments reveal that the inclusion of
nano-clay not only strengthens the geopolymer matrix
but also enhances its resistance to aggressive
environmental conditions. The significant reduction in
mass loss under acid attack and during freeze-thaw
cycles demonstrates that nano-clay contributes to the
formation of a more cohesive and impermeable
structure, thereby mitigating the potential for
degradation over time. This aligns with existing
literature that indicates that nano-fillers can enhance
the durability of cementitious materials, providing a
pathway for the development of more resilient
building materials suitable for a range of applications.

Microstructural analyses, including SEM and XRD,
further elucidate the mechanisms by which nano-clay
enhances geopolymer performance. The more
interconnected and refined microstructure observed in
samples containing nano-clay points to the effective
role of nano-clay in promoting a homogeneous
dispersion of slag particles. The formation of additional
amorphous phases, as indicated by XRD, suggests that
the activation process is optimized through the
presence of nano-clay, leading to improved binding
efficiency and overall mechanical strength.

While the results are promising, further research is
warranted to explore the long-term performance and
behavior of nano-clay-modified geopolymer under
various environmental conditions and loading
scenarios. Additionally, the economic feasibility of
incorporating nano-clay into large-scale production of
geopolymer materials should be assessed, considering


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both the cost of materials and the benefits realized in
performance. Overall, this study contributes valuable
insights into the optimization of alkali-activated water-
cooled

slag

geopolymer

through

nano-clay

incorporation, paving the way for more sustainable
and high-performance construction materials that can
address the growing demand for environmentally
friendly building solutions in the construction industry.

CONCLUSION

This study demonstrates the significant influence of
nano-clay on the properties of alkali-activated water-
cooled slag geopolymer, revealing its potential as a
high-performance, sustainable construction material.
The incorporation of nano-clay at optimal levels (5% to
10% by weight of slag) markedly enhances both
compressive and flexural strength, indicating
improved structural integrity and performance.
Additionally, the durability assessments highlight the
nano-clay's role in increasing resistance to chemical
attacks and freeze-thaw cycles, thus ensuring the
longevity and reliability of the geopolymer in various
environmental conditions.

Microstructural analyses further support these
findings, showing that the presence of nano-clay
promotes a more refined and interconnected
microstructure, which contributes to the overall
mechanical enhancement of the geopolymer matrix.
The formation of additional amorphous phases
enhances the binding efficiency, leading to superior
performance characteristics.

Overall, this research underscores the viability of
utilizing nano-clay as an effective additive in alkali-
activated water-cooled slag geopolymer systems,
paving the way for future exploration into its
applications in sustainable construction practices. The
results advocate for further investigation into the long-

term behavior and economic feasibility of these
materials, ensuring that they can meet the demands of
modern construction while adhering to principles of
sustainability

and

environmental

responsibility.

Through continued research, the integration of nano-
clay into geopolymeric materials may play a crucial role
in advancing eco-friendly alternatives to conventional
cement-based systems.

REFERENCES

1.

Davidovits J.Chemistry of geopolymeric systems,

in:

Terminology.Geopolymer’99Second

International

Conference,

Saint-Quentin,

France.1999;9

39.

2.

Krivenko PV.Peculiarity of formation of the
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mineral

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10

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561.

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HabertG,de Lacaillerie J,Roussel N. An
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McLellan B, Williams R, Lay J, Van Riessen A, Corder
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Hasanbeigi A, Price L, LinE. Emerging energy-
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and

CO2

emission-

reductiontechnologies for cement and concrete
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6238.

6.

AliM,SaidurR,Hossain M. A review on emission
analysisin cement industries.Renewable and
Sustainable Energy Reviews. 2011;15:2252

2261.


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Volume 04 Issue 10-2024

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American Journal Of Applied Science And Technology
(ISSN

2771-2745)

VOLUME

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ISSUE

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OCLC

1121105677
















































Publisher:

Oscar Publishing Services

Servi

7.

DavidovitsJ.Geopolymer cement to minimize
carbon-dioxide green house warming.Ceram
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Wang SD,Scrivener KL.Hydration products of
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571.

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of Delaware August 11,2006.

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Li H, Xiao H,Ou Jin-ping.Microstructure ofcement
mortar with nano particles.Composites: Part
B.2004;35:185-189.

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Ginebra MP,Driessens FCM,Planell JA.Effect of
the particle size on the micro andnano structural
features calcium phosphate cement: a kinetic
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Zins D,Cabuil V,MassartR.New aqueous magnetic
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232.

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Ge Z,GaoZ.Applications of Nanotechnology and
Nano materials in Construction.First International
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Countries (ICCIDC-

I)“Advancing and Integrating

Construction Education, Research & Practice”

August 4-5,Karachi, Pakistan;2008.

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Hanehara S,Ichikawa M.Nanotechnology of
cement and concrete.Journal of theTaiheiyo
Cement Corporation.2001;141:47-58.

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15. ScrivenerKL.Nanotechnology

and

cementitious materials. In: Nanotechnology

inconstruction: proceedings of the NICOM3
(3rd

international

symposium

onnanotechnology in construction). Prague, Czech
Republic.2009;37

42.

16.

Sobolev

K,Ferrada-Gutiérrez

M.How

nanotechnology can change the concrete
world:part 2. Am Ceram Soc Bull.2005;84(11):16

9.

17.

Sobolev K,Shah SP.SP-254 Nanotechnology of
concrete:

recent

developments

andfuture

perspectives. Detroit: American Concrete Institute;
2008.

18.

Bartos PJM, de Miguel Y andPorro A, editors,
NICOM: 2nd international symposiumon
nanotechnology for construction. Bilbao, Spain:
RILEM Publications SARL; 2006.

19.

Bittnar Z,Bartos PJM,Nemecek J,Smilauer
V,Zeman J editors. Nanotechnology
inconstruction.Proceedingsof

the

NICOM3(3rdinternational

symposium

onnanotechnology in construction). Prague,
Czech Republic: Springer-Verlag BerlinHeidelberg.
2009;438.

20.

Jayapalan AR,Kurtis KE.Effect of nano-sized
titanium dioxide on early age hydrationof
Portlandcement.In: Bittnar Z, Bartos PJM,
Nemecek J, Smilauer V, Zeman J,editors.
Nanotechnology in construction: proceedings of
the NICOM3 (3rd internationalsymposium on
nanotechnology in construction). Prague, Czech
Republic. 2009;267

73.

References

Davidovits J.Chemistry of geopolymeric systems, in: Terminology.Geopolymer’99Second International Conference, Saint-Quentin, France.1999;9–39.

Krivenko PV.Peculiarity of formation of the contact zone (slag alkaline cement–mineral wool). In: Cement and Concrete Technology in the 2000, Second InternationalSymposium, 6–10 September, Istanbul, Turkey.2000;553–561.

HabertG,de Lacaillerie J,Roussel N. An environmental evaluation of geopolymerbased concrete production: reviewing current researchtrends. Journal of CleanerProduction,2011;11:1229-1238.

McLellan B, Williams R, Lay J, Van Riessen A, Corder G. Costs and carbon emissionsfor geopolymer pastes in comparison to ordinary Portland cement. J Cleaner Prod.2011;19:1080–90.

Hasanbeigi A, Price L, LinE. Emerging energy-efficiency and CO2 emission-reductiontechnologies for cement and concrete production: A technical review. Renewable andSustainable Energy Reviews.2012;16:6220–6238.

AliM,SaidurR,Hossain M. A review on emission analysisin cement industries.Renewable and Sustainable Energy Reviews. 2011;15:2252–2261.

DavidovitsJ.Geopolymer cement to minimize carbon-dioxide green house warming.Ceram Trans. 1993; 37:165–82.

Wang SD,Scrivener KL.Hydration products of alkali activated slag cement.Cem.Concr. Res.1995; 25:561–571.

AiuM.The Chemistry and Physics of Nano-Cement.Loyola Mary mount University,Advisor: Dr. C.P. Huang Submitted to: NSF-REU University of Delaware August 11,2006.

Li H, Xiao H,Ou Jin-ping.Microstructure ofcement mortar with nano particles.Composites: Part B.2004;35:185-189.

Ginebra MP,Driessens FCM,Planell JA.Effect of the particle size on the micro andnano structural features calcium phosphate cement: a kinetic analysis. Biomaterials.2004;25:3453-3462.

Zins D,Cabuil V,MassartR.New aqueous magnetic fluids. Journal of MolecularLiquids. 1999;83:217-232.

Ge Z,GaoZ.Applications of Nanotechnology and Nano materials in Construction.First International Conference on Construction In Developing Countries (ICCIDC-I)“Advancing and Integrating Construction Education, Research & Practice” August 4-5,Karachi, Pakistan;2008.

Hanehara S,Ichikawa M.Nanotechnology of cement and concrete.Journal of theTaiheiyo Cement Corporation.2001;141:47-58.

ScrivenerKL.Nanotechnology and cementitious materials. In: Nanotechnology inconstruction: proceedings of the NICOM3 (3rd international symposium onnanotechnology in construction). Prague, Czech Republic.2009;37–42.

Sobolev K,Ferrada-Gutiérrez M.How nanotechnology can change the concrete world:part 2. Am Ceram Soc Bull.2005;84(11):16–9.

Sobolev K,Shah SP.SP-254 Nanotechnology of concrete: recent developments andfuture perspectives. Detroit: American Concrete Institute; 2008.

Bartos PJM, de Miguel Y andPorro A, editors, NICOM: 2nd international symposiumon nanotechnology for construction. Bilbao, Spain: RILEM Publications SARL; 2006.

Bittnar Z,Bartos PJM,Nemecek J,Smilauer V,Zeman J editors. Nanotechnology inconstruction.Proceedingsof the NICOM3(3rdinternational symposium onnanotechnology in construction). Prague, Czech Republic: Springer-Verlag BerlinHeidelberg. 2009;438.

Jayapalan AR,Kurtis KE.Effect of nano-sized titanium dioxide on early age hydrationof Portlandcement.In: Bittnar Z, Bartos PJM, Nemecek J, Smilauer V, Zeman J,editors. Nanotechnology in construction: proceedings of the NICOM3 (3rd internationalsymposium on nanotechnology in construction). Prague, Czech Republic. 2009;267–73.