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Research Article

Assessment of swelling and strength characteristics of expansive soil with addition of WRP

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Pages 1618-1633 | Received 27 Jul 2020, Accepted 09 Jul 2021, Published online: 19 Jul 2021

References

  • Alazigha, D.P., et al., 2017. Mechanisms of stabilization of expansive soil with lignosulfonate admixture. Transportation Geotechnics, 14 (2018), 81–92. doi:10.1016/j.trgeo.2017.11.001
  • Alazigha, D.P., et al., 2019. Potential use of lignosulfonate for expansive soil stabilisation. Environmental Geotechnics, 6 (7), 480–488. doi:10.1680/jenge.17.00051
  • Aldeeky, H. and Hattamleh, O.A., 2017. Experimental study on the utilization of fine steelslag on stabilizing high plastic subgrade soil. Advances in Civil Engineering, 2017, 9230279. doi:10.1155/2017/9230279
  • Ali, M.S. and Koranne, S.S., 2011. Performance analysis of expansive soil treated with stone dust and fly ash. EJGE, 16, 973–982.
  • Al-Rawas, A.A. and Goosen, M.F.A., 2006. Expansive soils: recent advances in characterization and treatment. London: Taylor & Francis Group.
  • Ashango, A.A. and Patra, N.R., 2016. Behavior of expansive soil treated with steel slag, rice husk ash, and lime. Journal of Materials in Civil Engineering, 28 (7), 06016008. doi:10.1061/(ASCE)MT.1943-5533.0001547
  • Cabalar, A. and Karabash, Z., 2015. California bearing ratio of a sub-base material modified with tire buffings and cement addition. Journal of Testing and Evaluation, 43 (6), 1279–1287. doi:10.1520/JTE20130070
  • Cabalar, A.F., Abdulnafaa, M.D., and Isik, H., 2019. The role of construction and demolition materials in swelling of a clay. Arabian Journal of Geosciences, 12 (11), 361. doi:10.1007/s12517-019-4552-4
  • Cabalar, A.F., Ismael, I.A., and Yavuz, A., 2020. Use of zinc coated steel CNC milling waste. Transportation Geotechnics, 23, 100342. doi:10.1016/j.trgeo.2020.100342
  • Cabalar, A.F., Zardikawi, O.A.A.A., and Abdulnafaa, M.D., 2017. Utilisation of construction and demolition materials with clay for road pavement subgrade. Road Materials and Pavement Design, 20 (3), 702–714. doi:10.1080/14680629.2017.1407817
  • Chen, F.H., 1975. Foundations on expansive soil. Amsterdam: Elsevier Scientific Publishing Company.
  • Estabragh, A.R., Khatibi, M., and Javadi, A.A., 2016. Effect of cement on treatment of a clay soil contaminated with glycerol. Journal of Materials in Civil Engineering, 28 (4), 04015157. doi:10.1061/(ASCE)MT.1943-5533.0001443
  • Estabragh, A.R., Rafatjo, H., and Javadi, A.A., 2014. Treatment of an expansive soil by mechanical and chemical techniques. Geosynthetics International, 21 (3), 233–243. doi:10.1680/gein.14.00011
  • Etim, R.K., Eberemu, A.O., and Osinubi, K.J., 2017. Stabilization of black cotton soil with lime and iron ore tailings admixture. Transportation Geotechnics, 10 (1), 85–95. doi:10.1016/j.trgeo.2017.01.002
  • Hossain, K.M.A. and Mol, L., 2011. Some engineering properties of stabilized clayey soils incorporating natural pozzolans and industrial wastes. Construction and Building Materials, 25 (8), 3495–3501. doi:10.1016/j.conbuildmat.2011.03.042
  • Ijimdiya, T.S., Ashimiyu, A.L., and Abubakar, D.K., 2012. Stabilization of black cotton soil using groundnut shell ash. EJGE, 17, 3645–3652.
  • Indian standard code, Revised, 2002. Classification and identification of soil for general engineering purpose. IS: 1498-1970.
  • Jain, A., Choudhary, A.K., and Jha, J.N., 2020. Influence of rice husk ash on the swelling and strength characteristics of expansive soil. Geotechnical and Geological Engineering, 38 (2), 2293–2302. doi:10.1007/s10706-019-01087-6
  • Jamsawang, P., et al., 2017. Improvement of soft clay with cement and bagasse ash waste. Construction and Building Materials, 154 (15), 61–71. doi:10.1016/j.conbuildmat.2017.07.188
  • Jayasree, P.K., et al., 2015. Volume change behavior of expansive soil stabilized with coir waste. Journal of Materials in Civil Engineering, 27 (6), 04014195. doi:10.1061/(ASCE)MT.1943-5533.0001153
  • Jones, L.D. and Jefferson, I., 1998. Chapter C5 - expansive soils. Institute of Civil Engineers Manuals Series, 1, 1–46.
  • Kalkan, E., 2006. Utilization of red mud as a stabilization material for the preparation of clay liners. Engineering Geology, 87 (3–4), 220–229. doi:10.1016/j.enggeo.2006.07.002
  • Kalkan, E., 2009. Influence of silica fume on the desiccation cracks of compacted clayey soils. Applied Clay Science, Elsevier B.V, 43 (3–4), 296–302. doi:10.1016/j.clay.2008.09.002
  • Karabash, Z. and Cabalar, A.F., 2015. Effect of tire crumb and cement addition on triaxial shear behavior of sandy soils. Geomechanics and Engineering, 8 (1), 1–15. doi:10.12989/gae.2015.8.1.001
  • Khalid, N., et al., 2012. Clay soil stabilized using waste paper sludge ash (WPSA) mixtures. Electronic Journal of Geotechnical Engineering, 17, 1215–1225.
  • 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, 19 (3), 242–248. doi:10.1061/(ASCE)0899-1561(2007)19:3(242)
  • Lambe, T.W. and Whitman, R.V., 1969. Soil mechanics. Hoboken, NJ: Wiley.
  • Mahedi, M., Cetin, B., and White, D.J., 2020. Cement, lime, and fly ashes in stabilizing expansive soils: performance evaluation and comparison. Journal of Materials in Civil Engineering, 32 (7), 04020177. doi:10.1061/(ASCE)MT.1943-5533.0003260
  • Mavroulidou, M., 2018. Use of waste paper sludge ash as a calcium-based stabiliser for clay soils. Waste Management & Research: The Journal for a Sustainable Circular Economy, 36 (11), 1066–1072. doi:10.1177/0734242X18804043
  • Muley, P. and Jain, P.K. (2013). Betterment and prediction of cbr of stone dust mixed poor soils Proceedings of Indian Geotechnical Conference, Roorkee, 1–4.
  • Nelson, J.D., et al., 2015. Foundation engineering for expansive soils. New Jersey: JohnWiley & Sons, Inc., Hoboken.
  • Osinubi, K.J., 2006. Influence of compactive efforts on lime-slag treated tropical black clay. Journal of Materials in Civil Engineering, 18 (2), 175–181. doi:10.1061/(ASCE)0899-1561(2006)18:2(175)
  • Ramadas, T.L., Kumar, N.D., and Aparna, G., 2010. Swelling and strength characteristics of expansive soil treated with stone dust and fly ash. Indian Geotechnical Conference, Bombay, 557–560.
  • Ranganatham, B.V. and Satyanarayana, B., 1965. A rational method of predicting swelling potential for compacted expansive clays. Proceeding of the 6th ICSMFE, Montreal, 92–96.
  • Ranjan, G. and Rao, A.S.R., 2000. Basic and applied soil mechanics. New Delhi: New Age International (P) Limited.
  • Rao, P.V.K., Kumar, K.S., and Blessingstone, T., 2012. Performance of Recron-3s fiber with cement kiln dust in expansive soils. International Journal of Science and Technology, 4 (4), 1361–1366.
  • Sabat, A.K., 2012. Stabilization of expansive soil using waste ceramic dust. EJGE, 17, 3915–3926.
  • Sabat, A.K. and Pradhan, A., 2014. Fiber reinforced- fly ash stabilized expansive soil mixes as subgrade material in flexible pavement. EJGE, 19, 5757–5770.
  • Seco, A., et al., 2011. Stabilization of expansive soils for use in construction. Applied Clay Science, 51 (3), 348–352. doi:10.1016/j.clay.2010.12.027
  • Shalabi, F.I., Asi, I.M., and Qasrawi, H.Y., 2017. Effect of by-product steel slag on the engineering properties of clay soils. Journal of King Saud University – Engineering Sciences, 29 (4), 394–399. doi:10.1016/j.jksues.2016.07.004
  • Shaobin, D., Minghai, S., and Jun, H., 2005. Engineering properties of expansive soil. Journal of Wuhan University of Technology-Mater. Sci. Ed, 20 (2), 109–110. doi:10.1007/BF02838504
  • Terzaghi, K., Peck, R.B., and Mesri, G., 1996. Soil mechanics in engineering practice. New York: A Wiley Inter Science Publication.
  • Wu, J., et al., 2019. Expansive soil modified by waste steel slag and its application in subbase layer of highways. Soils and Foundations, 59 (4), 955–965. doi:10.1016/j.sandf.2019.03.009
  • Xiling, H., 1987. The identification and classification of expansive soil in China. 6th International Conference on Expansive soils, New Delhi, 1–5.
  • Yadav, U.S., et al., 2002. Solid wastes recycling through Sinter-status at Tata steel. In: A. Bandopadhyay, R. Kumar, and P. Ramachandrarao, eds. Proceedings of the International Environmental & Waste Management. Jameshedpur, India: NML, 81–94.
  • Yong, R.N. and Warkentin, B.P., 1975. Soil properties and behavior. Amsterdam: Elsevier Scientific Publishing Company.

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