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Research Article

Assessing the effect of moulding water content on the behaviour of lime-stabilised an expansive soil

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Pages 896-908 | Received 01 Jun 2020, Accepted 10 Mar 2021, Published online: 23 Mar 2021

References

  • Afès, M. and Didier, G., 2000. Stabilization of expansive soils: the case of clay in the area of Mila (Algeria). Bulletin of Engineering Geology and the Environment, 59 (1), 75–83.
  • Ali, F.H., 1989. Ground improvement using preloading and vertical drainage. Proceedings of the Indian Geotechnical Conference, 1989, 125–131.
  • Al-Mukhtar, M., Lasledj, A., and Alcover, J., 2010. Behaviour and mineralogy changes in lime-treated expansive soil at 50°C. Applied Clay Science, 50 (2), 199–203. doi:https://doi.org/10.1016/j.clay.2010.07.022
  • Al-Swaidani, A., Hammoud, I., and Meziab, A., 2016. Effect of adding natural pozzolana on geotechnical properties of lime-stabilized clayey soil. Journal of Rock Mechanics and Geotechnical Engineering, 8 (5), 714–725. doi:https://doi.org/10.1016/j.jrmge.2016.04.002
  • ASTM C110, 2016. Standard test methods for physical testing of quicklime, hydrated lime, and limestone. West Conshohocken, PA: ASTM International. Available from: www.astm.org
  • ASTM C188, 2017. Standard test method for density of hydraulic cement. West Conshohocken, PA: ASTM International. Available from: www.astm.org
  • ASTM D2166, 2000. Standard test method for unconfined compressive strength of cohesive soil. West Conshohocken, PA: ASTM – American Society for Testing and Materials.
  • ASTM D2487, 2017. Standard practice for classification of soils for engineering purposes (unified soil classification system). West Conshohocken, PA: ASTM International. Available from: www.astm.org
  • ASTM D3551, 2017. Standard practice for laboratory preparation of soil-lime mixtures using mechanical mixer. West Conshohocken, PA: ASTM – American Society for Testing and Materials.
  • ASTM D698, 2000. Standard test methods for laboratory compaction characteristics of soil using standard effort (12,400 ft lbf/ft3 (600 kN-m/m3)). Easton, MD: ASTM – American Society for Testing and Materials.
  • ASTM D854–02, 2002. Standard test methods for specific gravity of soil solids by water Pycnometer. West Conshohocken, PA: ASTM – American Society for Testing and Materials.
  • Bekkouche, A. and Aissa Mamoune, M., 2005. Characteristics of Tlemcen’s Clay. Electronic Journal of Geotechnical Engineering, 10, 1.
  • Bell, F.G., 1996. Lime stabilization of clay minerals and soils. Engineering Geology, 42 (4), 223–237. doi:https://doi.org/10.1016/0013-7952(96)00028-2
  • Bergaya, F., Theng, B.K.G., and Lagaly, G., 2006. Handbook of clay science. Developments in clay science series. Vol. 1. Amsterdam: Elsevier, 1224. ISBN 0 08 044183 1.
  • Bryson, S. and El Naggar, H., 2013. Evaluation of the efficiency of different ground improvement techniques. In: Proceeding of the 18th International Conference on Soil Mechanics and Geotechnical Engineering, Paris.
  • Consoli, N.C., et al., 2011. Water content, porosity and cement content as parameters controlling strength of artificially cemented silty soil. Engineering Geology, 122 (3–4), 328–333. doi:https://doi.org/10.1016/j.enggeo.2011.05.017
  • David, F., 2007. Essentials of soil mechanics and foundations basic geotechnics. Upper Saddle River: Pearson Education.
  • Dembicki, E., et al., 1980. Compactage des fonds marins sableux à l’explosif. C.R. du Colloque sur le compactage, Paris, l, 295–299.
  • Diamond, S., White, J.L., and Dolch, W.L., 1963. Transformation of clay minerals by calcium hydroxide attack. Joint Highway Research Project, 31, 1–38.
  • Gadouri, H., Harichane, K., and Ghrici, M., 2016. Effects of Na2SO4 on the geotechnical properties of clayey soils stabilised with mineral additives. International Journal of Geotechnical Engineering, 11 (5), 500–512. doi:https://doi.org/10.1080/19386362.2016.1238562
  • Gadouri, H., Harichane, K., and Ghrici, M., 2019. Effect of sulphates and curing period on stress–strain curves and failure modes of soil–lime–natural pozzolana mixtures. Marine Georesources & Geotechnology, 37 (9), 1130–1148. doi:https://doi.org/10.1080/1064119X.2018.1537321
  • Garzón, E., et al., 2016. Effect of lime on stabilization of phyllite clays. Applied Clay Science, 123, 329–334. doi:https://doi.org/10.1016/j.clay.2016.01.042
  • Guney, Y., et al., 2007. Impact of cyclic wetting–drying on swelling behavior of lime-stabilized soil. Building and Environment, 42 (2), 681–688.doi:https://doi.org/10.1016/j.buildenv.2005.10.035
  • Harichane, K., et al., 2011. Use of natural pozzolana and lime for stabilization of cohesive soils. Geotechnical and Geological Engineering, 29 (5), 759–769. doi:https://doi.org/10.1007/s10706-011-9415-z
  • Hossain, M.I., et al., 2013. Effect of lime on consolidation characteristics of clay soil. International Conference on Mechanical Engineering and Renewable Energy. 1–3 May 2014, Chittagong, Bangladesh.
  • Jha, A.K. and Sivapullaiah, P.V., 2015. Mechanism of improvement in the strength and volume change behavior of lime stabilized soil. Engineering Geology, 198, 53–64. doi:https://doi.org/10.1016/j.enggeo.2015.08.020
  • Jyothirmayi, K.H., Gnanananda, T., and Suresh, K., 2015. Prediction of compaction characteristics of soil using plastic limit. International Journal of Research in Engineering and Technology (IJSRET) , 4 (6), 253‒256.
  • Kinuthia, J.M., Wild, S., and Jones, G.I., 1999. Effects of monovalent and divalent metal sulphates on consistency and compaction of lime-stabilized kaolinite. Applied Clay Science, 14 (1), 27–45. doi:https://doi.org/10.1016/S0169-1317(98)00046-5
  • Kirmani, S.M.H., 2004. Consolidation of soil for foundation using sand drains. IEP-SAC Journal, 49–55.
  • Malizia, J.P. and Shakoor, A., 2018. Effect of water content and density on strength and deformation behavior of clay soils. Engineering Geology, 244, 125–131. doi:https://doi.org/10.1016/j.enggeo.2018.07.028
  • Manasseh, J. and Olufemi, A.I., 2008. Effect of lime on some geotechnical properties of igumale shale. Electronic Journal of Geotechnical Engineering, 13, 1–12.
  • Mitchell, J.K., 1993. Fundamentals of soil behaviour. 2nd ed. New York, USA: Wiley.
  • Muntohar, A.S., 2005. The influence of molding water content and lime content on the strength of stabilized soil with lime and rice husk ash. Civil Engineering Dimension, 7 (1), 1–5.
  • Nalbantoglu, Z. and Tuncer, E.R., 2001. Compressibility and hydraulic conductivity of a chemically treated expansive clay. Canadian Geotechnical Journal, 38 (1), 154–160.
  • Nelson, J.D. and Miller, D.J., 1992. Expansive soils problems and practice in foundation and pavement engineering. New York: John Wiley and Sons, Inc.
  • Ola, S.A., 1977. The potentials of lime stabilization of lateritic soils. Engineering Geology, 11 (4), 305–317. doi:https://doi.org/10.1016/0013-7952(77)90036-9
  • Oyediran, A. and Durojaiye, H.F., 2011. Variability in the geotechnical properties of some residual clay soils from South Western Nigeria. International Journal of Scientific & Engineering Research (IJSER), 2 (9), 1–6.
  • Prakash, S. and Jain, P.K., 2002. Engineering soil testing. Roorkee: Nem Chand & Bros.
  • Ramesh, H.N.G. and Sivapullaiah, P.V., 2010. Role of moulding water content in lime stabilisation of soil. Ground Improvement, 164, 15–19. doi:https://doi.org/10.1680/grim.900040
  • Ribeiro, D., Néri, R., and Cardoso, R., 2016. Influence of water content in the UCS of soil-cement mixtures for different cement dosages. Procedia Engineering, 143, 59–66. doi:https://doi.org/10.1016/j.proeng.2016.06.008
  • Sari Ahmed, B., et al., (2020). Best-fit models for predicting the geotechnical properties of FA–stabilised problematic soils used as materials for earth structures. International Journal of Pavement Engineering, 21(7), 939–953.
  • Seņol, A., et al., 2002. Use of class C fly ash for stabilization of soft subgrade, Paper Presented at Fifth International Congress on Advances in Civil Engineering, 25–27 September 2002, Istanbul Technical University, Istanbul, Turkey.
  • Sezer, A., et al., 2006. Utilization of a very high lime-fly ash for improvement of İzmir clay. Building and Environment, 41 (2), 150–155. doi:https://doi.org/10.1016/j.buildenv.2004.12.009
  • Tuncer, E.R. and Lohnes, R.A., 1977. An engineering classification for basalt-derived lateritic soils. Engineering Geology, 4, 319–339. doi:https://doi.org/10.1016/0013-7952(77)90037-0
  • Vitale, E., et al., 2017. Multi-scale analysis and time evolution of pozzolanic activity of lime treated clays. Applied Clay Science, 141, 36–45. doi:https://doi.org/10.1016/j.clay.2017.02.013
  • Yıldız, M. and Soğancı, A.S., 2012. Effect of freezing and thawing on strength and permeability of lime-stabilized clays. Scientia Iranica, 19 (4), 1013–1017. doi:https://doi.org/10.1016/j.scient.2012.06.003
  • Yin, C., et al., 2018. Effects of initial water content on microstructure and mechanical properties of lean clay soil stabilized by compound calcium-based stabilizer. Materials, 11 (10), 1933. doi:https://doi.org/10.3390/ma11101933
  • Zoubir, W., Harichane, K., and Ghrici, M., 2013. Effect of lime and natural pozzolana on dredged sludge engineering properties. Electronic Journal of Geotechnical Engineering, 18 (c), 589–600.

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