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Study of Waste Ceramic Dust's Impact on the Strength Characteristics of the Subgrade of the Flexible Pavement

Authors: Rajni Vikal; Monu Kumar; Ali Akbar;

Study of Waste Ceramic Dust's Impact on the Strength Characteristics of the Subgrade of the Flexible Pavement

Abstract

{"references": ["1.\tSabat A.K, and Nanda R.P, (2011) \"Effect of marble dust on strength and durability of rice husk ash stabilized expansive soil,\" International Journal of Civil and Structural Engineering, Vol.1 (4), pp.939-948.", "2.\tA.K. Sabat, and S.K. Das,(2009) \"Design of low volume rural roads using lime stabilized expansive soil- quarry dust mixes subgrade,\" Indian Highways,Vol .37(9) pp. 21-27.", "3.\tAI-Azzo, S.I. (2009) \"Treatment of Expansive Clayey Soil in AL-Wahda District at Mosul City with Crushed Lime Stone,\" Iraqi Journal of Earth Sciences, 9(2), 1-10.", "4.\tAL-Rawas, A.A. (2004) \"Characterisation of Incinerator Ash Treated Expansive Soils,\" Proceedings of the ICE - Ground Improvement, 8(3), 127-135.", "5.\tAshango, A.A. and Patra, N.R. (2014) \"Static and Cyclic Properties of Clay Subgrade Stabilised with Rice Husk Ash and Portland Slag Cement,\" International Journal of Pavement Engineering, DOI: 10.1080/10298436.2014.893323.", "6.\tCokca, E. Yazici, V. and Ozaydin, V. (2009) \"Stabilisation of Expansive Clays Using Granulated Blast Furnace Slag (GBFS) and GBFS-Cement,\" Geotechnical and Geological Engineering, 27(4), 489-499.", "7.\tEberemu, A.O., Amadi, A.A. and Lawal, M. (2012) \"The Geotechnical Properties of Black Cotton Soil Treated with Crushed Glass Cullet,\" Nigerian Journal of Technological Research, 7(2), 23-30.", "8.\tIjimdiya, T.S., Ashimiyu, A.L., and Abubakar, D.K. (2012) \"Stabilization of Black Cotton Soil using Groundnut Shell Ash\" Electronic Journal of Geotechnical Engineering, 17 (Y), 3645-3652.", "9.\tKalkan, E. and Akbulut, S. (2004) \"Positive Effects of Silica Fume on the Permeability, Swelling Pressure and Compressive Strength of Natural Clay Liners,\" Engineering Geology, 73, 145-156.", "10.\tMughieda, O., and J. Abu-Ashour (2006) \"Use of Dust Waste from Grain Storage Facilities for Soil Stabilization and Moisture Retention,\" Journal of Solid Waste Technology and Management, 32 (1), 18-27."]}

Soil stabilization is necessary when the soil does not meet the engineering requirements for construction or use as a subgrade in pavements, whether flexible or rigid. To enhance the soil's engineering properties, additives can be mixed in, and waste which is in solid state can be used as a stabilizer for both economic and environmental reasons. Solid waste comes in various forms, including agricultural, industrial, and mineral waste. Although some of these wastes can be lethal to the environment, they can have a positive effect on soil strength when processed as a stabilizer. Numerous studies have been conducted to enhance soil properties, and this study focuses on observing the impact of adding Ceramic dust, an industrial waste in dust form, on soil properties. By using Ceramic dust as a stabilizer, several soil properties of geotechnical consideration, such as the UCS and California bearing ratio, can be enhanced, both of which are crucial for determining soil strength. Results from California Bearing Ratio (CBR) tests indicate that incorporating Ceramic dust into subgrade soil increases subgrade soil strength effectively. The CBR value was found to enhance up to a certain percentage with an increase in Ceramic Dust. The study also showed that by modifying the soil with Ceramic dust, flexible pavement can be designed, and at the optimum content of Ceramic dust, the highest CBR achieved, leading to a reduction in pavement thickness and construction costs.

Keywords

waste, soil, pavement, subgrade, ceramic dust, CBR, UCS, stabilization.

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This indicator reflects the "current" impact/attention (the "hype") of an article in the research community at large, based on the underlying citation network.
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