Binding Chracteristics of Food Packaging Waste as Soil Stabilizing Material for Construction of Rural Structures

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Published: 2021-12-20

Page: 270-276


O. S. Enokela *

Department of Agricultural and Environmental Engineering, Federal University of Agriculture Makurdi, Nigeria.

E. P. Onjewu

Department of Agricultural and Environmental Engineering, Federal University of Agriculture Makurdi, Nigeria.

*Author to whom correspondence should be addressed.


Abstract

Increasing waste from food packaging has become a major problem in terms of proper disposal in our contemporary environments hence an alternative use of the waste is sought. This study investigated the geotechnical properties of soil stabilized with food packaging waste for rural construction purposes. The soil before stabilization was characterized by moisture content ( 12.75%,) unit weight (15.3 KN/m3), void ratio ( 0.7), particle density (1.628), bulk density(1.786), porosity, permeability, and specific gravity (0.4, 0.162 and 2.3) respectively. The grain size distribution classified the soil as well graded sand containing 0 % of clay, 4% of silt and 80% sand belonging to the group SW (Group≥15%). Five different mix ratio (10kg:0kg, 10kg:0.05kg, 10kg:0.1kg, 10kg:0.15kg and 10kg:0.20kg) of segregated and homogenized Plastic, Styrofoam and Paperboard were used to stabilized the soil. A total of 5 cubes were tested for the compressive strength after sun drying for 2 weeks. Unconfined compression test (UCC) was 0.056, coefficient of permeability K was 0.162, cohesion (C) was 10KN/m2, the angle of internal friction, is 35o. Liquid limit, plastic limit and plasticity index were 27.76, 19.8 and 7.96% respectively. The unit weight of the bricks were 5979, 5782, 5589, 5346 and 5073g for 0%, 5%, 10%, 15% and 20% mixed ratio of food packaging materials respectively. A decrease in unit weight and dry density of the brick was established with increasing % of mixed ration of soil to waste materials. The indices; crushing strength and compressive strength all showed a phenomenal increase with % of packaging material up to optimum replacement ratio of 100:10% and decline hence forth; this tells us that the maximum stability is obtained at that ration.

Keywords: Anti malaria trials, Rural structures, Herbal extracts., soil stabilization, food packaging waste, strength properties


How to Cite

Enokela, O. S., and E. P. Onjewu. 2021. “Binding Chracteristics of Food Packaging Waste As Soil Stabilizing Material for Construction of Rural Structures”. Asian Research Journal of Current Science 3 (1):270-76. https://www.jofscience.com/index.php/ARJOCS/article/view/69.

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References

Shankar S, Rhim J-W. Bionanocomposite films for food packaging applications. Reference Module in Food Science. Elsevier. 2018;1–10. Available:http://dx.doi.org/10.1016/B978-0-08-100596-5.21875-1 ISBN: 9780081005965 © 2018 Elsevier Inc.

Weber CJ, Haugaard V, Festersen R, Bertelsen G. Production and application of biobased packaging materials for the food industry. Food Addit. Contam. 2002;19: 172–177.

Sorrentino A, Gorrasi G, Vittoria V. Potential perspectives of bionanocomposites for food packaging applications. Trends Food Sci. Technol. 2007;18:84–95.

Siracusa V, Rocculi P, Romani S, Rossa MD. Biodegradable polymers for food packaging: A review. Trends Food Sci. Technol. 2008;19:634–643.

Zhao R, Torley P, Halley PJ. Emerging biodegradable materials: Starch- and protein-based bio-nanocomposites. J. Mater. Sci. 2008;43: 3058–3071.

Bordes P, Pollet E, Avérous L. Nano-biocomposites: Biodegradable polyester/nanoclay systems. Prog. Polym. Sci. 2009;20:125–155.

Han JH. Antimicrobial food packaging. Food Technol. 2000;54:56–65.

Imran H, Revol-Junelles AM, Martyn A, Tehrany EA, Jacquot M, Linder M, Desobry S. Active food packaging evolution: transformation from micro- to nanotechnology. Crit. Rev. Food Sci. Nutr. 2010;50:799–821.

Clarinval AM, Halleux J. Classification of biodegradable polymers. In: Smith, R. (Ed.), Biodegradable Polymers for Industrial Applications. Woodhead Publishing Ltd, Cambridge, UK. 2005;3–31.

Deboucha S, Hashim R. Effects of OPC and PFA cement on stabilised peat bricks. International Journal of the Physical Sciences. 2010;5(11):1671-1677.

Rigassi V. Compressed earth blocks: Manual of production. Deutsches Zentrum fur ntwicklungstechnologien, GATE, in Deutsche: Gesellschaft fur Tecchnische Zusammenarbeit (GTZ) GmbH in coordination with BASIN, 1; 1985. Available:http://www.gtz.de/basin/publications/books/cebvol1.pdf

Anifowose AYB. Stabilisation of lateritic soils as a raw material for building blocks. Bulletin of Engineering Geology and the Environment. 2000;58:151-157.

Perloff. WH. Soil Mechanics, Principals and Application. New York: John Wily, & Sons; 1976.

Janathan Q. Addo, Sanders TG, Chenard M. Roaddust suppression: Effect on Unpaved Road Stabilization; 2004.

Adams M, Nicks J, Stabile T, Wu JTH, Schlatter W. Geosynthetic reinforced soil integrated bridge system, synthesis report. Bureau of transportation statistics. U.S Department of Transportation 1200 New Jersey Avenue SE Washinton DC20590; 2011.

Guettala A, Houari H, Mezghiche B, Chebili R. Durability of lime stabilized earth blocks. Courrier du Savoir. 2002;2:61-66.

Walker PJ. Strength, durability and shrinkage characteristics of cement stabilized soil blocks. Cement and Concrete Composites. 1995;17(4):301-310.

Billong N, Melo UC, Louvet F, Njopwouo D. Properties of compressed lateritic soil stabilized with a burnt clay-lime binder: Effect of mixture components. Construction and Building Materials. 2008;23(6):2457-2460.

Krishnaiah S, Reddy PS. Effects of clay on soil cement block. The 12th International Conference of International Association for Computer Methods and Advances in Geomechanics (IACMAG) October 2008, Goa, India. 2008;4362-4368.

Kamang EEJ. Strength properties of compressed earth blocks with earthworm cast as stabilizer. Journal of Environmental Sciences. 1998;1(2):65–70.

Craig RF. Soil Mechanics. T.J Press Padstow, Cornwall. 2004;256.

British Standard 1377. Methods of Test for Soils for Civil Engineering Purposes, British Standards Institute, London. 1990;156.

Fetra VR, Rahman IA, Zaidi AM. Preliminary study of compressed stabilised earth block (CSEB). Australian Journal of Basic and Applied Sciences. 2011;5(9):6-12.