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      Stabilization of Sub-Grade Material Using Quarry Dust

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            Abstract

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            Author and article information

            Journal
            ScienceOpen Preprints
            ScienceOpen
            3 November 2024
            Affiliations
            [1 ] Department of Chemistry, University of Abuja, FCT Nigeria.;
            [2 ] Department of Mathematics, Federal University of Technology Minna, Nigeria ;
            Author notes
            Author information
            https://orcid.org/0009-0008-6399-2314
            https://orcid.org/0009-0002-9520-4868
            Article
            10.14293/PR2199.001250.v1
            f0d57b6b-66d8-4b8a-a038-22f73b9416a7

            This work has been published open access under Creative Commons Attribution License CC BY 4.0 , which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited. Conditions, terms of use and publishing policy can be found at www.scienceopen.com .

            History
            : 3 November 2024
            Categories

            All data generated or analysed during this study are included in this published article (and its supplementary information files).
            Chemistry
            Campaction,Stabilization ,Sub-grade,Quarry Dust,Liquid Limit,California Bearing Ratio,Plasticity ,Grading,Durability,Construction

            References

            1. Amadi A.A., Osu A.S.. Effect of curing time on strength development in black cotton soil – Quarry fines composite stabilized with cement kiln dust (CKD). Journal of King Saud University - Engineering Sciences. Vol. 30(4):305–312. 2018. Elsevier BV. [Cross Ref]

            2. Emeka Arinze Emmanuel, Jonah Chukwuemeka Agunwamba, Benjamin.Okwudili Mama. Deformation Behaviour of Erodible Soil Stabilized with Cement and Quarry Dust. Emerging Science Journal. Vol. 2(6)2018. Ital Publication. [Cross Ref]

            3. Kufre Etim Roland, Ufot Ekpo David, Christopher Attah Imoh, Chibuzor Onyelowe Kennedy. Effect of micro sized quarry dust particle on the compaction and strength properties of cement stabilized lateritic soil. Cleaner Materials. Vol. 2:2021. Elsevier BV. [Cross Ref]

            4. Indiramma P., Sudharani CH.. Scanning Electron Microscope Analysis of Fly Ash, Quarry Dust Stabilized SoilSustainable Civil Infrastructures. p. 284–296. 2018. Springer International Publishing. [Cross Ref]

            5. Manjuladevi B., Chore H. S.. Strength Behaviour of Marine Clay Stabilized with Marble Dust and Quarry DustLecture Notes in Civil Engineering. p. 99–110. 2021. Springer Singapore. [Cross Ref]

            6. Nweke O. M., Okogbue C. O.. The potential of cement stabilized shale quarry dust for possible use as road foundation material. International Journal of Geo-Engineering. Vol. 8(1)2017. Springer Science and Business Media LLC. [Cross Ref]

            7. Onyelowe Kennedy, Alaneme George, Igboayaka Clifford, Orji Francis, Ugwuanyi Henry, Bui Van Duc, Nguyen Van Manh. Scheffe optimization of swelling, California bearing ratio, compressive strength, and durability potentials of quarry dust stabilized soft clay soil. Materials Science for Energy Technologies. Vol. 2(1):67–77. 2019. Elsevier BV. [Cross Ref]

            8. Prabhakar*, Kori Sharanabasappa, Ramana N. Venkata. Stabilization of Subgrade Black Cotton Soil using Quarry Dust and Foundry Sand. International Journal of Recent Technology and Engineering (IJRTE). Vol. 8(5):5363–5366. 2020. Blue Eyes Intelligence Engineering and Sciences Engineering and Sciences Publication - BEIESP. [Cross Ref]

            9. . U Arun Kumar. SOFT SUBGRADE STABILIZATION WITH QUARRY DUST-AN INDUSTRIAL WASTE. International Journal of Research in Engineering and Technology. Vol. 03(08):409–412. 2014. eSAT Publishing House. [Cross Ref]

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