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ArticlePeer ReviewedOpen AccessPlagiarism Passed
Paper ID:IJSREM41356

Innovative Brick Manufacturing Using Tungabhadra Dam Sediment Deposits with Partial Addition of GGBS and Recycled PET Plastic Strips

Stream/Area:

-

Subject:

-

Paper ID:

IJSREM41356

Volume:

9 |

2 |

Feb 2025

Pages:

1-4

Publication Frequency:

Monthly (12 issues per year)

DOI
Digital Object Identifier
10.55041/IJSREM41356

License:International Journal of Scientific Research in Engineering and Management follows the Creative Commons Attribution 4.0 (CC BY 4.0) License, allowing free use and distribution with proper attribution.

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Authors

AP

Akshata P

Civil Engineering

Ballari Institute of Technology & Management

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VKM

Vasanth K. M.

Civil Engineering

Ballari Institute of Technology & Management

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VKKS

Vinod Kumar K. S.

Civil Engineering

Ballari Institute of Technology & Management

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VCM

Vishwa Charan M.

Civil Engineering

Ballari Institute of Technology & Management

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Abstract

Sediment accumulation in reservoirs reduces storage capacity and creates a persistent disposal problem, while plastic waste and cement production both carry significant environmental costs. This study investigates the feasibility of manufacturing bricks from sediment deposited at the Tungabhadra Dam (Munirabad backwater catchment, Hospet), with partial addition of ground granulated blast furnace slag (GGBS) and recycled polyethylene terephthalate (PET) plastic strips. The geotechnical properties of the sediment were characterised, and bricks were prepared with GGBS content varied from 5% to 25% and PET plastic strip content varied from 0.5% to 2.5% by dry weight. Compressive strength was evaluated for each combination. The results indicate an optimum GGBS content of 15% and an optimum plastic strip content of 2%, at which the bricks achieved their highest compressive strengths. The findings demonstrate that dam sediment, industrial by-products and recycled plastic waste can be combined to produce a viable, more sustainable alternative to conventional clay bricks.

KEYWORDS

Dam sediment GGBS recycled PET plastic brick manufacturing compressive strength sustainable construction.

Cite This Article

Akshata P, Vasanth K. M., Vinod Kumar K. S., Vishwa Charan M., "Innovative Brick Manufacturing Using Tungabhadra Dam Sediment Deposits with Partial Addition of GGBS and Recycled PET Plastic Strips," International Journal of Scientific Research in Engineering and Management, vol. 9, no. 2, pp. 1-4, Feb 2025. https://doi.org/10.55041/IJSREM41356

Full Article/Conclusion

• The Tungabhadra Dam sediment is classified as silty clay of medium plasticity (CI), with specific gravity 2.56, liquid limit 38%, plastic limit 9.38%, maximum dry density 2.00 g/cm³, optimum moisture content 10%, and silt and clay content 1.372%. • Partial replacement of sediment with GGBS improves brick compressive strength up to an optimum of 15% GGBS, achieving 6.04 N/mm² (second-class brick); further addition reduces strength. • Adding recycled PET plastic strips at 15% GGBS further improves compressive strength up to an optimum of 2% plastic content, achieving 9.01 N/mm² (first-class brick). • Bricks manufactured from sediment alone achieve 4.04 N/mm² (third-class brick), confirming that GGBS and PET plastic strip addition each contribute measurable strength improvement. • Combining dam sediment, GGBS and recycled PET plastic strips offers a technically viable and more sustainable alternative to conventional clay bricks, simultaneously addressing reservoir sediment disposal, industrial by-product recycling and plastic waste reduction.

References

[1] J. Atkinson, Soil Description and Classification Based on Part of the Geotechnical Reference Package. London, UK: University of the West of England, 2000. [2] M. Gougazeh and A. Al-Shabatat, “Geological and geotechnical properties of soil materials at Tannur Dam, Wadi Al Hasa, South Jordan,” J. Taibah Univ. Sci., vol. 7, pp. 216–224, 2013. [3] B. Turgut, M. Ozlap, and B. Kose, “Physical and chemical properties of recently deposited sediments in the reservoir of the Borcka Dam in Artvin, Turkey,” Turk. J. Agric. For., 2014, doi: 10.3906/tar-1404-60. [4] H. Akbarzadeh Kasani and A. Eslami, “Geotechnical properties of Rasht clay and silt in northern Iran,” Int. J. Geotech. Eng., 2017, doi: 10.1080/19386362.2017.1374496. [5] P. Tommasi, F. L. Chiocci, and F. Esu, “Geotechnical properties of soft clayey sediments from the submerged Tiber River delta, Italy,” Mar. Georesour. Geotechnol., vol. 16, no. 3, pp. 221–242, 1998. [6] Y. Cui, D. B. Booth, J. Monschke, S. Gentzler, J. Roadifer, B. Greimann, and B. Cluer, “Analyses of the erosion of fine sediment deposit for a large dam-removal project: an empirical approach,” Int. J. River Basin Manage., vol. 15, no. 1, pp. 103–114, 2017. [7] O. O. Bayewu, M. O. Oloruntola, G. O. Mosuro, and O. K. Abass, “Preliminary investigation of a proposed dam site along River Ome, Ago Iwoye, southwestern Nigeria,” J. Sci. Technol., vol. 1, no. 6, 2012. [8] R. Jamshidi Chenari, P. Tizpa, M. R. Ghorbani Rad, S. Machado, and M. Karampour Fard, “The use of index parameters to predict soil geotechnical properties,” Arab. J. Geosci., 2014, doi: 10.1007/s12517-014-1538-0. [9] S. A. Naeini and R. Ziaie Moayed, “Effect of plasticity index and reinforcement on the CBR value of soft clay,” Int. J. Civ. Eng., vol. 7, no. 2, 2009.

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Publication Date

7/27/2026

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Review Rounds: 2

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