Authors

  • Shivek Khanduri
    Assistant Professor, Department of Civil Engineering, Lovely Professional University, Lpu Jalandhar, India

DOI:

https://doi.org/10.37547/ajps/Volume03Issue06-06

Keywords:

Concrete block fly ash cement replacement

Abstract

This study examines the analysis of concrete blocks with partial replacement of cement using fly ash. Fly ash, a byproduct of coal combustion, is known for its pozzolanic properties and has been widely used as a cement replacement material in concrete production. The objective of this study is to evaluate the effects of fly ash as a partial replacement for cement in the production of concrete blocks. The properties of the concrete blocks, such as compressive strength, density, and durability, are assessed through experimental testing. The findings of this study provide insights into the feasibility and effectiveness of utilizing fly ash in concrete block production, contributing to sustainable and environmentally friendly construction practices.


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Volume 03 Issue 06-2023

34


American Journal Of Philological Sciences
(ISSN

2771-2273)

VOLUME

03

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34-38

SJIF

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555

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OCLC

1121105677















































Publisher:

Oscar Publishing Services

Servi

ABSTRACT

This study examines the analysis of concrete blocks with partial replacement of cement using fly ash. Fly ash, a

byproduct of coal combustion, is known for its pozzolanic properties and has been widely used as a cement

replacement material in concrete production. The objective of this study is to evaluate the effects of fly ash as a partial

replacement for cement in the production of concrete blocks. The properties of the concrete blocks, such as

compressive strength, density, and durability, are assessed through experimental testing. The findings of this study

provide insights into the feasibility and effectiveness of utilizing fly ash in concrete block production, contributing to

sustainable and environmentally friendly construction practices.

KEYWORDS

Concrete block, fly ash, cement replacement, pozzolanic material, compressive strength, density, durability,

sustainable construction.

INTRODUCTION

Concrete is one of the most widely used construction

materials due to its strength, durability, and versatility.

However, the production of cement, a key component

of concrete, is associated with significant carbon

dioxide emissions, making it environmentally

challenging. To address this issue, researchers and

Research Article

Analysis of Concrete Block: Partial Replacement of Cement with Fly Ash

Submission Date:

June 02, 2023,

Accepted Date:

June 07, 2023,

Published Date:

June 12, 2023

Crossref doi:

https://doi.org/10.37547/ajps/Volume03Issue06-06


Shivek Khanduri

Assistant Professor, Department of Civil Engineering, Lovely Professional University, Lpu Jalandhar, India

Journal

Website:

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

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 03 Issue 06-2023

35


American Journal Of Philological Sciences
(ISSN

2771-2273)

VOLUME

03

ISSUE

06

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34-38

SJIF

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MPACT

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(2022:

5.

445

)

(2023:

6.

555

)

OCLC

1121105677















































Publisher:

Oscar Publishing Services

Servi

engineers have explored alternative materials and

techniques to reduce the environmental impact of

concrete production.

Fly ash, a byproduct of coal combustion in thermal

power plants, is a commonly available pozzolanic

material. It possesses cementitious properties and has

been extensively studied as a partial replacement for

cement in concrete production. The use of fly ash in

concrete not only reduces the demand for cement but

also offers additional benefits such as improved

workability, reduced heat of hydration, and enhanced

durability.

This study focuses on the analysis of concrete blocks

with the partial replacement of cement using fly ash.

The objective is to evaluate the effects of fly ash as a

cement replacement material on the properties of

concrete blocks. Specifically, the study examines the

compressive strength, density, and durability of the

concrete blocks produced with different proportions

of fly ash.

METHOD

To conduct the analysis, a series of experimental tests

were performed. First, the raw materials including

cement, fly ash, aggregates, and water were collected

and characterized. The fly ash used in the study was

sourced from a local thermal power plant and met the

necessary quality standards.

Next, concrete mixtures were prepared by replacing

cement with varying percentages of fly ash, such as

10%, 20%, and 30% by weight. A control mixture without

fly ash was also prepared for comparison purposes.

The mix proportions were determined based on

previous studies and preliminary trials to achieve

workable and durable concrete.

After the mixtures were prepared, concrete blocks

were cast using standard molds and allowed to cure

under controlled conditions. Once the blocks reached

the desired age, they were subjected to various tests

to evaluate their properties.

The compressive strength of the concrete blocks was

determined by conducting compression tests

according

to

relevant

standards.

Density

measurements were also performed to assess the

effect of fly ash on the density of the blocks.

Additionally, durability tests, such as water absorption

and freeze-thaw resistance, were conducted to

examine the resistance of the blocks to environmental

conditions.

The test results were recorded, analyzed, and

compared to identify any significant differences

between the concrete blocks with varying levels of fly

ash replacement and the control blocks without fly

ash.

By employing this methodology, the study aims to

provide a comprehensive analysis of the effects of fly


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Volume 03 Issue 06-2023

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American Journal Of Philological Sciences
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VOLUME

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Publisher:

Oscar Publishing Services

Servi

ash as a partial replacement for cement in concrete

block production. The findings will contribute to the

understanding of the feasibility and benefits of utilizing

fly ash in sustainable construction practices.

RESULTS

The analysis of concrete blocks with partial

replacement of cement using fly ash revealed

significant findings regarding the properties of the

blocks. The experimental tests conducted on the

blocks provided valuable data on compressive

strength, density, and durability.

Regarding compressive strength, it was observed that

as the percentage of fly ash replacement increased,

there was a slight decrease in the compressive

strength of the concrete blocks. However, the

reduction was within an acceptable range, indicating

that fly ash could be successfully used as a partial

replacement for cement without compromising the

structural integrity of the blocks.

In terms of density, the concrete blocks with fly ash

replacement exhibited a slightly lower density

compared to the control blocks without fly ash. This

reduction in density can be attributed to the lower

specific gravity of fly ash compared to cement.

However, the difference in density was minimal and did

not significantly affect the overall quality and

performance of the blocks.

Durability tests, such as water absorption and freeze-

thaw resistance, indicated positive results for the

concrete blocks with fly ash replacement. The blocks

showed improved resistance to water penetration and

demonstrated good resistance against freeze-thaw

cycles. This suggests that the inclusion of fly ash in

concrete blocks contributes to enhanced durability and

can potentially extend the service life of the blocks.

DISCUSSION

The results of this analysis support the feasibility of

utilizing fly ash as a partial replacement for cement in

the production of concrete blocks. The slight reduction

in compressive strength can be attributed to the lower

reactivity of fly ash compared to cement. However, this

reduction is outweighed by the environmental benefits

achieved through the reduced use of cement and the

utilization of a waste material like fly ash.

The lower density observed in the concrete blocks with

fly ash replacement is not a significant concern, as it

does not adversely affect the structural integrity of the

blocks. In fact, it can result in reduced dead load and

improved workability during construction.

The improved durability of the concrete blocks with fly

ash replacement is a notable advantage. The

pozzolanic properties of fly ash contribute to the

formation of additional calcium silicate hydrate (C-S-H)

gel, which enhances the resistance of the blocks

against water penetration and freeze-thaw cycles. This


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Volume 03 Issue 06-2023

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Publisher:

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suggests that the use of fly ash can lead to more

durable and sustainable concrete block structures.

CONCLUSION

The analysis of concrete blocks with partial

replacement of cement using fly ash demonstrates the

feasibility and benefits of incorporating fly ash in

concrete block production. The findings indicate that

fly ash can be effectively used as a cement replacement

material without compromising the structural integrity

and durability of the blocks.

The use of fly ash in concrete blocks offers several

advantages, including reduced environmental impact,

improved workability, and enhanced durability. By

reducing the demand for cement, the incorporation of

fly ash promotes sustainable construction practices

and contributes to waste management by utilizing a

byproduct of coal combustion.

Based on the results and discussion, it is recommended

that the construction industry consider incorporating

fly ash as a partial replacement for cement in the

production of concrete blocks. However, it is

important to consider the specific proportions and

characteristics of fly ash to ensure optimal

performance and adherence to relevant standards.

Further research could explore the long-term durability

and performance of concrete blocks with fly ash

replacement under various environmental conditions.

Additionally, economic assessments and life cycle

analyses can provide a more comprehensive

understanding of the overall benefits and cost-

effectiveness of using fly ash in concrete block

production.

REFERENCES

1.

Qian, J., Shi, C., & Wang, Z. (2001). “Activation of

blended cements containing fly ash”.Cement and

Concrete Research, 31(8), 1121-1127. [CrossRef]

2.

Oner, A., Akyuz, S., & Yildiz, R. (2005). “An

experimental study on strength development of

concrete containing fly ash and optimum usage of

fly ash in concrete”.Cement and Concrete

Research, 35(6), 1165-1171. [CrossRef]

3.

Elinwa, A. U., & Mahmood, Y. A. (2002). “Ash from

timber waste as cement replacement material”.

Cement and Concrete Composites, 24(2), 219-222.

[CrossRef]

4.

Chindaprasirt, P., Jaturapitakkul, C., & Sinsiri, T.

(2005). “Effect of fly ash fineness on compressive

strength and pore size of blended cement paste”.

Cement and Concrete Composites, 27(4), 425-428.

[CrossRef]

5.

Siddique, R. (200

4). “Performance characteristics

of high-

volume Class F fly ash concrete”. Cement

and Concrete Research, 34(3), 487- 493. [CrossRef]

6.

Jayasankar R., Mahindran, N., & Ilangovan R.

(2010).”Studies on concrete using fly ash, rice husk


background image

Volume 03 Issue 06-2023

38


American Journal Of Philological Sciences
(ISSN

2771-2273)

VOLUME

03

ISSUE

06

P

AGES

:

34-38

SJIF

I

MPACT

FACTOR

(2022:

5.

445

)

(2023:

6.

555

)

OCLC

1121105677















































Publisher:

Oscar Publishing Services

Servi

ash and egg shell powd

er”. International Journal of

Civil and Structural Engineering, 1(3), 362.

7.

Dr. S L Patil, J N Kale and S Suman (2012).” Fly Ash

Concrete: A Technical Analysis for Compressive

Strength”. International Journal Of Advanced

Engineering Research and Studies (IJAERS) Vol II,

Issue I, Oct- Dec 2012, 128-129.

8.

Tomas U. Ganiron (2013). “Analysis of fly ash

cement

concrete

for

road

construction”.

International Journal of Advanced Science and

Technology. Vol. 60, pp. 33-44 ISSN: 2005-4238

IJAST. [CrossRef]

9.

Ser

kan Subasi (2009). “The effects of using fly ash

on high strength lightweight concrete produced

with expanded clay aggregate”. Scientific

Research and Essay Vol. 4 (4) pp. 275-288. ISSN

1992- 2248.

10.

Aiqin Wang Chengzhi Zhang and Wei Sun (2003).

“The morphological effect of Fly Ash”. Cement and

Concrete

Research

33

(2003)

2023

2029.

DOI:10.1016 /S0008-8846(03)00217-5. [CrossRef]

References

Qian, J., Shi, C., & Wang, Z. (2001). “Activation of blended cements containing fly ash”.Cement and Concrete Research, 31(8), 1121-1127. [CrossRef]

Oner, A., Akyuz, S., & Yildiz, R. (2005). “An experimental study on strength development of concrete containing fly ash and optimum usage of fly ash in concrete”.Cement and Concrete Research, 35(6), 1165-1171. [CrossRef]

Elinwa, A. U., & Mahmood, Y. A. (2002). “Ash from timber waste as cement replacement material”. Cement and Concrete Composites, 24(2), 219-222. [CrossRef]

Chindaprasirt, P., Jaturapitakkul, C., & Sinsiri, T. (2005). “Effect of fly ash fineness on compressive strength and pore size of blended cement paste”. Cement and Concrete Composites, 27(4), 425-428. [CrossRef]

Siddique, R. (2004). “Performance characteristics of high-volume Class F fly ash concrete”. Cement and Concrete Research, 34(3), 487- 493. [CrossRef]

Jayasankar R., Mahindran, N., & Ilangovan R. (2010).”Studies on concrete using fly ash, rice husk ash and egg shell powder”. International Journal of Civil and Structural Engineering, 1(3), 362.

Dr. S L Patil, J N Kale and S Suman (2012).” Fly Ash Concrete: A Technical Analysis for Compressive Strength”. International Journal Of Advanced Engineering Research and Studies (IJAERS) Vol II, Issue I, Oct- Dec 2012, 128-129.

Tomas U. Ganiron (2013). “Analysis of fly ash cement concrete for road construction”. International Journal of Advanced Science and Technology. Vol. 60, pp. 33-44 ISSN: 2005-4238 IJAST. [CrossRef]

Serkan Subasi (2009). “The effects of using fly ash on high strength lightweight concrete produced with expanded clay aggregate”. Scientific Research and Essay Vol. 4 (4) pp. 275-288. ISSN 1992- 2248.

Aiqin Wang Chengzhi Zhang and Wei Sun (2003). “The morphological effect of Fly Ash”. Cement and Concrete Research 33 (2003) 2023–2029. DOI:10.1016 /S0008-8846(03)00217-5. [CrossRef]