Swell-shrink behaviour of an expansive soil stabilised by CCR-fly ash (FA) columns and CCR-FA blends

References

• Abiodun, A.A. and Nalbantoglu, Z., 2014. Lime pile techniques for the improvement of clay soils. Canadian Geotechnical Journal, 52 (6), 760–768.
   Web of Science ®Google Scholar
• Al-Homoud, A.S., et al., 1995. Cyclic swelling behavior of clays. Journal of Geotechnical Engineering, 121 (7), 562–565. doi:10.1061/(ASCE)0733-9410(1995)121:7(562).
   Google Scholar
• Al-Mukhtar, M., Khattab, S., and Alcover, J.F., 2012. Microstructure and geotechnical properties of lime-treated expansive clayey soil. Engineering Geology, 139-140, 17–27. doi:10.1016/j.enggeo.2012.04.004
   Web of Science ®Google Scholar
• Al-Mukhtar, M., Lasledj, A., and Alcover, A., 2010. Behaviour and mineralogy changes in lime-treated expansive soil at 20° C. Applied Clay Science, 50 (2), 191–198. doi:10.1016/j.clay.2010.07.023.
   Web of Science ®Google Scholar
• Al-Omari, R.R., Fattah, M.Y., and Ali, H.A., 2016. Treatment of soil swelling using geogrid reinforced columns. Italian Journal of Geosciences, 135 (1), 83–94. doi:10.3301/IJG.2014.54.
   Web of Science ®Google Scholar
• Al-Rawas, A.A., Hago, A.W., and Al-Sarmi, H., 2005. Effect of lime, cement and Sarooj (artificial pozzolan) on the swelling potential of an expansive soil from Oman. Building and Environment, 40 (5), 681–687. doi:10.1016/j.buildenv.2004.08.028.
   Web of Science ®Google Scholar
• Al-Taie, A., et al. 2016. Swell-shrink cycles of lime stabilized expansive subgrade. In: 3rd International Conference on Transportation Geotechnics (ICTG) (Correia AG) Procedia Engineering, Guimarães, Portugal: Elsevier BV, 143, 615–622.
   Google Scholar
• Basma, A.A., et al., 1996. Swelling-shrinkage behavior of natural expansive clays. Applied Clay Science, 11 (2–4), 211–227. doi:10.1016/S0169-1317(96)00009-9.
   Web of Science ®Google Scholar
• Bhadriraju, V., et al. 2005. Digital imaging technique to evaluate shrinkage strain potentials of fiber reinforced expansive soils. In: Site Characterization and Modeling (pp. 1-12). In Geo-Frontiers Congress, American Society of Civil Engineers, Austin, Texas, USA, 4146–4155. doi:10.1061/40785(164)22.
   Google Scholar
• Chen, F.H., 1988. Foundations in expansive soils. 2nd ed. The Netherlands, Amsterdam: Elsevier Scientific Publishing Co.
   Google Scholar
• Consoli, N.C.C., et al., 2001. Behaviour of compacted soil -fly ash - carbide lime mixtures. Journal of Geotechnical and Geoenviromental Engineering, 127 (9), 774–789. doi:10.1061/(ASCE)1090-0241(2001)127:9(774).
   Web of Science ®Google Scholar
• Cuisinier, O., Stoltz, G., and Masrouri, F. (2014). Long-term behavior of lime-treated clayey soil exposed to successive drying and wetting. In: Geo-Congress, Atlanta, Georgia, USA: American Society of Civil Engineers, 4146–4155. doi:10.1061/9780784413272.403.
   Google Scholar
• Darikandeh, F., 2018. Expansive soil stabilized by calcium carbide residue-fly ash columns. Proceedings of the Institution of Civil Engineers Ground Improvement, 171 (1), 49–58. doi:10.1680/jgrim.17.00033.
   Web of Science ®Google Scholar
• Day, R.W., 1994. Swell- shrink behaviour of compacted clay. Journal of Geotechnical Engineering, 120 (3), 618–623. doi:10.1061/(ASCE)0733-9410(1994)120:3(618).
   Google Scholar
• Diamond, S. and Kinter, E.B., 1965. Mechanisms of soil–lime stabilization. Highway Research Record, 92, 83–102.
   Google Scholar
• Dif, A.E. and Bluemel, W.F., 1991. Expansive soils under cyclic drying and wetting. Geotechnical Testing Journal ASTM, 14 (1), 96–102.
   Google Scholar
• Du, Y., Li, S., and Hayashi, S., 1999. Swelling–shrinkage properties and soil improvement of compacted expansive soil, Ning-Liang Highway, China. Engineering Geology, 53 (3), 351–358. doi:10.1016/S0013-7952(98)00086-6.
   Web of Science ®Google Scholar
• Du, Y.J., et al., 2016. Field evaluation of soft highway subgrade soil stabilized with calcium carbide residue. Soils and Foundations, 56 (2), 301–314. doi:10.1016/j.sandf.2016.02.012.
   Web of Science ®Google Scholar
• Du, Y.J., Zhang, Y.Y., and Liu, S.Y. (2011). Investigation of strength and California bearing ratio properties of natural soils treated by calcium carbide residue. In Proceeding of Geo Frontiers, Dallas, Texas, pp.1237–1244.
   Google Scholar
• Elsharief, A.M., Ahmed, W.H., and Mohammed, E.A., 2011. Properties and distribution of the top clay soil in Khartoum. Journal of Building and Road Research, 11 (1), 31–38.
   Google Scholar
• Fattah, M.Y. and Al-Lami, A.H., 2016. Behavior and characteristics of compacted expansive unsaturated bentonite-sand mixture. Journal of Rock Mechanics and Geotechnical Engineering, 8 (5), 629–639. Science Direct publishing. doi:10.1016/j.jrmge.2016.02.005.
   Web of Science ®Google Scholar
• Fattah, M.Y., Nareeman, B.J., and Salman, F.A., 2011. Treatment of expansive soil using different additives. Acta Montanistica Slovaca, Rocník 15 (2010), 4, 314–321. http://actamont.tuke.sk/ams2010.html
   Google Scholar
• Fattah, M.Y., Salim, N.M., and Irshayyid, E.J., 2017a. Determination of the soil–water characteristic curve of unsaturated bentonite–sand mixtures. Environmental Earth Sciences, 76, 201. doi:10.1007/s12665-017-6511-2.
   Google Scholar
• Fattah, M.Y., Salim, N.M., and Irshayyid, E.J., 2017b. Influence of soil suction on swelling pressure of bentonite-sand mixtures. European Journal of Environmental and Civil Engineering. doi:10.1080/19648189.2017.1320236.
   Google Scholar
• Fattah, M.Y., Salim, N.M., and Irshayyid, E.J. 2018. Swelling pressure of bentonite-sand mixtures under different suction values In: 14th ASEC conference in Jordan, 12-15 April 2018 Jordan University of Science & Technology.
   Google Scholar
• Fattah, M.Y., Salim, N.M., and Irshayyid, E.J., 2020. Swelling behavior of unsaturated expansive soil. Transportation Infrastructure Geotechnology. doi:10.1007/s40515-020-00112-z.
   Google Scholar
• Gourley, C.S., Newill, D., and Schreiner, H.D., 1993. Expansive soils: TRL’s research strategy, In: Proceedings of Proceedings, 1st International Symposium on Engineering Characteristics of Arid Soils, London.
   Google Scholar
• 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:10.1016/j.buildenv.2005.10.035.
   Web of Science ®Google Scholar
• Harr, M.E., 1987. Reliability-based design in civil engineering. New York: McGraw-Hill, Inc.
   Google Scholar
• Horpibulsuk, S., et al., 2013. Strength development in silty clay stabilized with calcium carbide residue and fly ash. Soils and Foundations, 53 (4), 477–486. doi:10.1016/j.sandf.2013.06.001.
   Web of Science ®Google Scholar
• Horpibulsuk, S., Phetchuay, C., and Chinkulkijniwat, A., 2012. Soil stabilization by calcium carbide residue and fly ash. Journal of Materials in Civil Engineering ASCE, 24 (2), 184–193. doi:10.1061/(ASCE)MT.1943-5533.0000370.
   Web of Science ®Google Scholar
• Kampala, A., et al., 2014. Influence of wet-dry cycles on compressive strength of calcium carbide residue–fly ash stabilized clay. Journal of Materials in Civil Engineering, ASCE, 26 (4), 633–643. doi:10.1061/(ASCE)MT.1943-5533.0000853.
   Web of Science ®Google Scholar
• Kampala, A. and Horipibulsuk, S., 2013. Engineering properties of silty clay stabilized with calcium carbide residue. Journal of Materials in Civil Engineering ASCE, 15 (5), 632–644. doi:10.1061/(ASCE)MT.1943-5533.0000618.
   Google Scholar
• Katha, B.R., 2002. Shrinkage strain characterization of expansive soils using digital imaging technology. Thesis (MS), Arlington, TX., USA: The University of Texas at Arlington.
   Google Scholar
• Malekpoor, M.R. and Poorebrahim, G.R., 2014. Behaviour of compacted lime-soil columns. International Journal of Engineering, 27 (2), 315–324. doi:10.5829/idosi.ije.2014.27.02b.15.
   Google Scholar
• Mir, B.A. and Sridharan, A., 2013. Physical and compaction behavior of clay soil- fly ash mixtures. Geotechnical and Geological Engineering, 31 (4), 1059–1072. doi:10.1007/s10706-013-9632-8.
   Google Scholar
• Nelson, and Miller, J.D., 1992. Expansive soils: problems and practice in foundation and pavement engineering. John Wiley Publication.
   Google Scholar
• Osipov, V.I., Bik, N.N., and Rumjantseva, N.A., 1987. Cyclic swelling of clays. Applied Clay Science, 2 (4), 363–374. doi:10.1016/0169-1317(87)90042-1.
   Google Scholar
• Phanikumar, B.R., 2009. Effect of lime and fly ash on swell consolidation and shear strength characteristics of expansive clays: a comparative study. Jrl. Of Geomechanics and Geoengineering: An International Journal, 4 (2), 175–181.
   Google Scholar
• Phanikumar, B.R. and Muthukumar, M., 2019. Influence of wetting-drying cycles on swell-shrink behaviour of GPA-reinforced expansive clay beds. Geomechanics and Geoengineering – an International Journal. doi:10.1080/17486025.2019.1634288.
   Web of Science ®Google Scholar
• Phanikumar, B.R. and Umashankar, M., 2016. Studies on hydraulic conductivity of fly ash-stabilised expansive clay liners. Geotechnical and Geological Engineering, 34 (2), 449–462. doi:10.1007/s10706-015-9956-7.
   Web of Science ®Google Scholar
• Prime, N., et al., 2015. Drying-induced shrinkage of Boom clay: an experimental investigation. Canadian Geotechnical Journal, 53 (3), 396–409. doi:10.1139/cgj-2015-0099.
   Web of Science ®Google Scholar
• Puppala, A.J., Katha, B., and Hoyos, L.R., 2004. Volumetric shrinkage strain measurements in expansive soils using digital imaging technology. Geotechnical Testing Journal ASTM, 27 (6), 1–10.
   Web of Science ®Google Scholar
• Ranjan, G. and Rao, A., 2007. Basic and applied soil mechanics. New Age International.
   Google Scholar
• Rao, S.M. and Shivananda, P., 2002. Swelling behaviour of lime stabilized specimens subjected to wetting-drying cycles. In: C. Di Maio, T. Hueckel, and B. Loret, eds. Proceedings of Chemo-Mechanical Coupling in Clays: from Nano-Scale to Engineering Applications, Lisse, the Netherlands: Swets and Zeitlinger, 95–104.
   Google Scholar
• Rao, S.M., Reddy, B.V.V., and Muttharam, M., 2001. The impact of cyclic wetting and drying on the swelling behaviour of stabilized expansive soils. Engineering Geology, 60 (1), 223–233. doi:10.1016/S0013-7952(00)00103-4.
   Web of Science ®Google Scholar
• Rao, S.M. and Venkataswamy, B., 2002. Lime pile treatment of black cotton soils. Ground Improvement, 6 (2), 85–93. doi:10.1680/grim.2002.6.2.85.
   Google Scholar
• Reddy, P.S. and Krishnan, K.D., 2016. Stabilization of weak soil with calcium carbide residue. In: Proceedings of International conference on engineering innovations and solutions E-, 2348–8352.
   Google Scholar
• Rogers, C.D.F., Glendinning, S., and Holt, C.C., 2000. Slop stabilization using lime piles- a case study. Ground Improvement, 4 (4), 165–176. doi:10.1680/grim.2000.4.4.165.
   Google Scholar
• Rosenbalm, D. and Zapata, C.E., 2016. Effect of wetting and drying cycles on the behavior of compacted expansive soils. Journal of Materials in Civil Engineering, 29 (1), 1–9.
   Web of Science ®Google Scholar
• Sabat, A.K. and Nayak, R., 2015. Evaluation of fly ash-calcium carbide residue stabilized expansive soil as a liner material in engineered landfill. Electronic Journal of Geotechnical Engineering, 20 (15), 6703–6712.
   Google Scholar
• Scheller, P.O. and Reitmeier, W., 2001. Combined soil stabilization with vertical columns (CSV) a new method to improve soft soils. In: J.L. Hanson and R.J. Termaat, eds. Soft ground technology. Noordwijkerhout, the Netherlands: American Society of Civil Engineers, 123–155. doi:10.1061/40552(301)10.
   Google Scholar
• Stoltz, G., Cuisinier, O., and Masrouri, F., 2012. Multi-scale analysis of the swelling and shrinkage of a lime-treated expansive clayey soil. Applied Clay Science, 61, 44–51. d oi:1 0.1 016/j
   Web of Science ®Google Scholar
• Sun, X., Li, J., and Zhou, A.N., 2017. Assessment of the impact of climate change on expansive soil movements and site classification. Australian Geomechanics Journal, 52 (3), 39–50.
   Google Scholar
• Tawfiq, S. and Nalbantoglu, Z., 2009. Swell-Shrink behavior of expansive clays. In: Proceedings of 2nd International Congress on New Developments in Soil Mechanics and Geotechnical Engineering. Nicosia, North Cyprus, 336–341.
   Google Scholar
• Thomas, R., 9 may 2001. A beginner’s guide to ICP-MS. Spectroscopy, 38–42
   Google Scholar
• Tonoz, M.C., Gokceoglu, C., and Ulusay, R., 2003. A laboratory-scale experimental investigation on the performance of lime columns in expansive Ankara (Turkey) clay. Bulletin of Engineering Geology and the Environment, 62 (2), 91–106. doi:10.1007/s10064-002-0176-z.
   Google Scholar
• Tripathy, S. and Rao, K.S.S., 2009. Cyclic swell–shrink behaviour of a compacted expansive soil. Geotechnical and Geological Engineering, 27 (1), 89–103. doi:10.1007/s10706-008-9214-3.
   Google Scholar
• Yazdandoust, F. and Yasrobi, S.S., 2010. Effect of cyclic wetting and drying on swelling behavior of polymer-stabilized expansive clays. Applied Clay Science, 50 (4), 461–468. doi:10.1016/j.clay.2010.09.006.
   Web of Science ®Google Scholar