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Stream/Area:
-
Subject:
-
Paper ID:
IJSREM41364
Volume:
9 |
2 |
Feb 2025
Pages:
1-5
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
The construction industry is increasingly exploring sustainable alternatives to clay bricks to reduce environmental impact while maintaining structural performance. This study investigates manufacturing red bricks using red soil blended with pozzolanic and waste materials: fly ash, gypsum, lime powder and coconut shell powder (CSP), an agricultural waste product used as a partial fine aggregate replacement. Red soil from Kudthini, Ballari district, Karnataka, was characterized for specific gravity, moisture content, Atterberg limits, particle size distribution, Proctor compaction and unconfined compressive strength. Three brick mixes were prepared with a constant proportion of fly ash (32%), gypsum (16%) and lime powder (3%), while CSP was varied at 4%, 7% and 10% by weight, with red soil making up the remainder. Bricks were tested for compressive strength using a compression testing machine. The mix with 4% CSP achieved the highest average compressive strength of 8.585 N/mm², decreasing to 7.595 N/mm² and 5.585 N/mm² as CSP increased to 7% and 10%, indicating an inverse relationship between CSP content and strength, with a corresponding reduction in brick weight. The findings demonstrate that red bricks made with fly ash, gypsum, lime powder and moderate coconut shell powder offer a technically viable, low-cost, sustainable alternative to clay bricks.
KEYWORDS
The following conclusions are drawn from the experimental investigation on manufacturing red bricks using red soil from Kudthini, Ballari district, blended with fly ash, gypsum, lime powder and coconut shell powder: • The red soil used in the study is a granular, low-plasticity material (specific gravity 2.56, liquid limit 38%, plasticity index about 28.6%, Cu about 22.5) with a maximum dry density of 2.00 g/cm³ at an optimum moisture content of about 10.1%, and is suitable as a base material for brick manufacturing when combined with pozzolanic additives. • Bricks manufactured with a constant proportion of fly ash (32%), gypsum (16%) and lime powder (3%), together with red soil and coconut shell powder, achieved compressive strengths in the range of 5.585–8.585 N/mm², satisfying the IS 3495 requirement for common building bricks (≥3.5 N/mm²) across all mixes tested, and approaching first-class brick strength (≥10 N/mm²) at the lowest CSP content investigated. • Compressive strength decreases progressively with increasing coconut shell powder content, from 8.585 N/mm² at 4% CSP to 7.595 N/mm² at 7% CSP and 5.585 N/mm² at 10% CSP, while brick weight decreases correspondingly, indicating a trade-off between strength and weight reduction that can be tuned to suit the intended structural or non-structural application. • Utilizing fly ash, gypsum and lime powder as pozzolanic binders together with coconut shell powder as a lightweight agricultural-waste filler offers a technically viable, low-cost and environmentally sustainable alternative to conventional clay bricks, simultaneously addressing industrial by-product and agricultural waste disposal. • Further studies involving water absorption, efflorescence, durability under wetting–drying cycles, and thermal insulation testing are recommended to fully characterize these bricks prior to large-scale field adoption.
[1] Coconut Development Board, Annual Report 2012–13. New Delhi, India: Government of India, 2013. [2] K. Gunasekaran, R. Annadurai, and P. S. Kumar, “Long term study on compressive and bond strength of coconut shell aggregate concrete,” Constr. Build. Mater., vol. 28, no. 1, pp. 208–215, 2012. [3] A. I. Bamgboye and S. O. Jekayinfa, “Energy consumption pattern in coconut processing operations,” Agric. Eng. Int.: CIGR J., n.d. [4] K. Gunasekaran and P. S. Kumar, “Mechanical and bond properties of coconut shell concrete,” Constr. Build. Mater., vol. 25, no. 1, pp. 92–98, 2011. [5] D. Y. Osei, “Experimental assessment on coconut shells as aggregate in concrete,” Int. J. Eng. Sci. Invention, vol. 2, no. 5, 2013. [6] B. Damodhara Reddy, S. Aruna Jyothy, and F. Shaik, “Experimental analysis of the use of coconut shell as coarse aggregate,” IOSR J. Mech. Civil Eng. (IOSR-JMCE), vol. 10, no. 6, Jan. 2014. [7] S. A. B. Tukiman and S. B. Mohd, “Investigate the combination of coconut shell and grind palm kernel to replace aggregate in concrete: a technical review,” in Proc. Nat. Conf. Postgrad. Res. (NCON-PGR), 2009. [8] D. Y. Osei and E. N. Jackson, “Experimental study of palm kernel shells as coarse aggregate in concrete,” Int. J. Sci. Eng. Res., vol. 3, no. 8, 2012. [9] Bureau of Indian Standards, Methods of Test for Soils, Part III/Sec.1: Determination of Specific Gravity, IS 2720 (Part III/Sec.1):1980. New Delhi, India: BIS, 1980. [10] Bureau of Indian Standards, Methods of Test for Soils, Part IV: Grain Size Analysis, IS 2720 (Part IV):1985. New Delhi, India: BIS, 1985.
Publication Date
2/27/2025
Peer Review Type
Double-Blind Peer Review
Review Rounds: 2
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