Direct Shear Tests of Sand Reinforced with Ferrous Particles
Publication: Geo-Congress 2023
ABSTRACT
The use of industrial waste in civil applications can result in a sustainable and cost-effective alternative for the waste management of these steel by-products, provided that the engineering properties of these materials are comparable with those of other soil improvement additives. Recent studies in ground improvement have focused on using waste/by-products as additives to improve soils, decrease costs, and improve sustainability of projects. This study investigates the influence of randomly distributed ferrous particles (steel slag, iron fillings, and graphene flakes) within Ottawa sand specimens. Direct shear tests were performed on the samples prepared with pure Ottawa sand and the mixture of Ottawa sand with ferrous particles. Four particle concentrations (0%, 3%, 5%, and 7%) and two relative densities (50% and 70%) were used to prepare soil-particle samples. Results indicated that the addition of randomly distributed steel slag and iron fillings increased the shear strength up to 18%; however, the use of graphene flakes decreased the strength of the mixtures.
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REFERENCES
AASHTO, AASTHO, AFNOR, Airey, G. D., Choi, Y. K., Rahman, M., and Bill, T. (2008). User Guidelines for Waste and By-product Materials in Pavement Construction. International Journal of Pavement Engineering.
Ahmed, A., Ugai, K., and Kamei, T. (2011). Investigation of recycled gypsum in conjunction with waste plastic trays for ground improvement. Construction and Building Materials, 25(1), 208–217.
Consoli, N. C., Casagrande, M. D., and Coop, M. R. (2005). Effect of fiber reinforcement on the isotropic compression behavior of a sand. Journal of Geotechnical and Geoenvironmental Engineering, 131(11), 1434–1436.
Consoli, N. C., Casagrande, M. D. T., and Coop, M. R. (2007). Performance of a fibre-reinforced sand at large shear strains. Géotechnique, 57(9), 751–756.
Diambra, A., Russell, A. R., Ibraim, E., and Muir Wood, D. (2007). Determination of fibre orientation distribution in reinforced sands. Géotechnique, 57(7), 623–628.
Freitag, D. R. (1986). “Soil randomly reinforced with fibers.” Journal of Geotechnical Engineering, ASCE, Vol. 112, No. 8, pp. 823–826.
Han, J. (2015). Principles and practice of ground improvement. John Wiley & Sons.
Heineck, K. S., Coop, M. R., and Consoli, N. C. (2005). Effect of microreinforcement of soils from very small to large shear strains. Journal of geotechnical and geoenvironmental engineering, 131(8), 1024–1033.
Gray, D. H., and Al-Refeai, T. (1986). Behavior of fabric-versus fiber-reinforced sand. Journal of Geotechnical Engineering, 112(8), 804–820.
Gray, D. H., and Ohashi, H. (1983). Mechanics of fiber reinforcement in sand. Journal of geotechnical engineering, 109(3), 335–353.
Jiang, H., Cai, Y., and Liu, J. (2010). “Engineering Properties of Soils Reinforced by Short Discrete Polypropylene Fiber.” Journal of Materials in Civil Engineering, Vol. 22, No. 12, pp. 1315–1322.
Kumar, A., Walia, B. S., and Bajaj, A. (2007). “Influence of fly ash, lime, and polyester fibers on compaction and strength properties of expansive soil.” Journal of Materials in Civil Engineering, Vol. 19, No. 3, pp. 242–248.
Maher, M. H., and Gray, D. H. (1990). “Static response of sands reinforced with randomly distributed fibers.” Journal of Geotechnical Engineering, Vol. 116, No. 11, pp. 1661–1677.
Michalowski, R. L., and Cermak, J. (2002). Strength anisotropy of fiber-reinforced sand. hoareComputers and Geotechnics, 29(4), 279–299.
Michalowski, R. L., and Čermák, J. (2003). Triaxial compression of sand reinforced with fibers. Journal of geotechnical and geoenvironmental engineering, 129(2), 125–136.
Michalowski, R. L., and Zhao, A. (1996). “Failure of Fiber-Reinforced Granular Soils.” Journal of Geotechnical Engineering, Vol. 122, No. 3, pp. 226–234.
Murray, J. J., Frost, J. D., and Wang, Y. (2000). “Behavior of a sandy silt reinforced with discontinuous recycled fiber inclusions.” Transportation Research Record, No. 1714, pp. 9–17.
Nataraj, M. S., and McManis, K. L. (1997). “Strength and Deformation Properties of Soils Reinforced With FIbrillated Fibers.” Geosynthetics International, Vol. 4, No.1, pp. 65–79.
Pettinato, M., Mukherjee, D., Andreoli, S., Minardi, E. R., Calabro, V., Curcio, S., and Chakraborty, S. (2015). Industrial waste-an economical approach for adsorption of heavy metals from ground water. American Journal of Engineering and Applied Sciences, 8(1), 48.).
Sadek, S., Najjar, S. S., and Freiha, F. (2010). Shear strength of fiber-reinforced sands. Journal of geotechnical and geoenvironmental engineering, 136(3), 490–499.
Sivakumar Babu, G. L., Vasudevan, A. K., and Haldar, S. (2008). “Numerical simulation of fiber reinforced sand behavior.” Geotextiles and Geomembranes, Vol. 26, No. 2, pp. 181–188.
van Paassen, L. A., Ghose, R., van der Linden, T. J., van der Star, W. R., and van Loosdrecht, M. C. (2010). Quantifying biomediated ground improvement by ureolysis: large-scale biogrout experiment. Journal of geotechnical and geoenvironmental engineering, 136(12), 1721–1728.
Vidal, H. (1969). The principle of reinforced earth. Highw. Res. Rec.;282:1–16.
Yetimoglu, T., and Salbas, O. (2003). A study on shear strength of sands reinforced with randomly distributed discrete fibers. Geotextiles and Geomembranes, 21(2), 103–110.
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Published online: Mar 23, 2023
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