M-Sand and coconut shells can partially substitute natural sand and coarse aggregate in a concrete mix

Year : 2024 | Volume : | : | Page : –
By

Mohit Sahu,

Talib Qureshi,

Unzila Fatima,

Mehtab Ahmad,

  1. Assistant Professor Department of Civil Engineering, Sagar Institute of Science and Technology (SISTec) Gandhi Nagar, Bhopal
  2. Student Department of Civil Engineering, Sagar Institute of Science and Technology (SISTec) Gandhi Nagar, Bhopal
  3. Student Department of Civil Engineering, Sagar Institute of Science and Technology (SISTec) Gandhi Nagar, Bhopal
  4. Student Department of Civil Engineering, Sagar Institute of Science and Technology (SISTec) Gandhi Nagar, Bhopal

Abstract

This study explores a green approach to concrete production by using coconut shells and Manufactured Sand (M-Sand) as partial substitutes for traditional coarse aggregates and natural sand. Additionally, it investigates the role of silica in enhancing concrete properties. Coconut shells, often seen as waste, are utilized as lightweight aggregates, reducing the need for heavy natural aggregates. M-Sand replaces some of the natural sand, conserving this resource and reducing carbon emissions. To increase concrete’s strength and durability, silica is added. Lab tests, including gradation analysis, strength, workability, and durability assessments, determine the ideal mix proportions for these materials. The results show that coconut shells (up to 0-15%) and M-Sand (up to 0-100%) can effectively replace traditional materials without compromising concrete quality. This eco-friendly approach offers a sustainable alternative for the construction industry. It conserves resources, reduces the environmental footprint, and enhances concrete performance. For widespread usage, issues including long-term durability and quality control must be resolved. This study supports the worldwide movement for sustainable development by advancing more ethical and ecological building methods.

Keywords: Compressive Strength, Coconut Shells, Silica, M-Sand, coarse aggregate, concrete mix

How to cite this article: Mohit Sahu, Talib Qureshi, Unzila Fatima, Mehtab Ahmad. M-Sand and coconut shells can partially substitute natural sand and coarse aggregate in a concrete mix. Journal of Construction Engineering, Technology & Management. 2024; ():-.
How to cite this URL: Mohit Sahu, Talib Qureshi, Unzila Fatima, Mehtab Ahmad. M-Sand and coconut shells can partially substitute natural sand and coarse aggregate in a concrete mix. Journal of Construction Engineering, Technology & Management. 2024; ():-. Available from: https://journals.stmjournals.com/jocetm/article=2024/view=167299



References

1. Ohler JG. Modern Coconut Management: Palm Cultivation and Products. London: Intermediate Technology Publication Ltd; 1999.
2. Olanipekun EA, Olusola KO, Ata O. A Comparative Study of Concrete Properties Using Coconut Shell and Palm Kernel Shell as Coarse Aggregates. Building and Environment. 2006;41(3):297-301.
3. Teo DCL, Mannan MA, Kurian JV. Flexural Behavior of Reinforced Lightweight Concrete Beams Made with Oil Palm Shell. Journal of Advanced Concrete Technology. 2006;4(1):1-10.
4. Abdullah A. Basic Strength Properties of Lightweight Concrete Using Agricultural Wastes as Aggregates. Proceedings of the International Conference on Low Cost Housing for Developing Countries; 1984 Roorkee, India.
5. Adeyemi AY. An Investigation into the Suitability of Coconut Shell as Aggregate in Concrete Production. Journal of Environment Design and Management. 1998;1:17-26.
6. Rogo KU, Abubakar S. Exploratory Study of Coconut Shell as a Coarse Aggregate in Concrete. Journal of Engineering and Applied Sciences. 2010;2:53-60.
7. Gunasekaran K. Utilization of Coconut Shell as Coarse Aggregate in the Development of Lightweight Concrete. Journal of Emerging Trends in Engineering and Applied Sciences. 2011;1(2):122-126.
8. Noor Md, Hasan S, Sobuz HR, Sayed MS, Islam MS. The Use of Coconut Fiber in the Production of Structural Lightweight Concrete. Journal of Applied Sciences. 2012;12(8):831-839.
9. Leming ML. Creep and Shrinkage of Lightweight Concrete. Department of Civil Engineering, North Carolina State University at Raleigh, North Carolina; 1990.
10. Valum R, Nilsskog V. Production and Quality Control of High-Performance Lightweight Concrete for the Raftsundet Bridge. Proceedings of the 5th International Symposium on Utilization of High Strength Concrete; 1999 Sanderfjord, Norway.


Ahead of Print Subscription Original Research
Volume
Received April 10, 2024
Accepted May 7, 2024
Published August 16, 2024

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