Loading article...
Loading article...
Stream/Area:
-
Subject:
-
Paper ID:
IJSREM41356
Volume:
9 |
2 |
Feb 2025
Pages:
1-4
Publication Frequency:
Monthly (12 issues per year)
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.
Civil Engineering
Ballari Institute of Technology & Management
Civil Engineering
Ballari Institute of Technology & Management
Civil Engineering
Ballari Institute of Technology & Management
Civil Engineering
Ballari Institute of Technology & Management
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
• 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.
[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.
Publication Date
7/27/2026
Peer Review Type
Double-Blind Peer Review
Review Rounds: 2
Documents
Article Views
0
Total views since publication
PDF Downloads
22
Total downloads since publication
Geographic Reach
5
Digital Preservation: This article is permanently archived on Zenodo and complies with all data preservation standards across major indexing platforms.
Plagiarism Screening
This manuscript has been checked for plagiarism using TurnitinPlagiarismChecker software.
Conflict of Interest
The authors declare no conflict of interest related to this research work.
Funding Information
No funding information available for this research.
Related research in the same subject area
Loading similar articles...