[Abdalqadir, Z. K. - Salih, N. B. - Salih, S. J. (2022) The improvement of the geotechnical properties of low-plasticity clay (CL) using steel slag in Sulaimani City/Iraq. Geomechanics and Geoengineering, 17(3), pp. 834–841. DOI: https://doi.org/10.1080/17486025.2021.1903087.]Search in Google Scholar
[Adlinge, S. S. - A. K. Gupta (2013) Pavement Deterioration and Its Causes. IOSR Journal of Mechanical & Civil Engineering (IOSR-JMCE), pp. 9–15. Available at: https://www.iosrjournals.org/iosr-jmce/papers/sicete(civil)-volume6/60.pdf (accessed at 18/03/2024).]Search in Google Scholar
[Alanyali, H. - Çöl, M. - Yilmaz, M. - Karagöz, Ş. (2006) Application of magnetic separation to steelmaking slags for reclamation. Waste Management, 26(10), pp. 1133–1139. DOI: https://doi.org/10.1016/j.wasman.2006.01.017.]Search in Google Scholar
[Al-Bared - M. A. M. - Marto, A. (2019) Evaluating the compaction behaviour of soft marine clay stabilized with two sizes of recycled crushed tiles. Lecture Notes in Civil Engineering, Vol. 9, pp. 1273–1284. Springer. DOI: https://doi.org/10.1007/978-981-10-8016-6_90.]Search in Google Scholar
[Al-Mukhtar, M. - Lasledj A. - Alcover, J. F. (2010) Behaviour and mineralogy changes in lime-treated expansive soil at 20 °C. Applied Clay Science, 50(2), pp. 191–198. DOI: https://doi.org/10.1016/J.CLAY.2010.07.023.]Search in Google Scholar
[Al-Rawas, A. A. - Goosen, M. F. A. (2006) Expansive soils: Recent advances in characterization and treatment. Taylor & Francis. DOI: https://doi.org/10.1201/9780203968079.]Search in Google Scholar
[Anggraini, V. - Asadi, A. - Farzadnia, N. - Jahangirian, H. - Huat, B. B. K. (2016) Effects of coir fibres modified with Ca(OH)2 and Mg(OH)2 nanoparticles on mechanical properties of lime-treated marine clay. Geosynthetics International, 23(3), pp. 206–218. DOI: https://doi.org/10.1680/jgein.15.00046.]Search in Google Scholar
[Athanasopoulou, A. (2014) Addition of Lime and Fly Ash to Improve Highway Subgrade Soils. Journal of Materials in Civil Engineering, 26(4), pp. 773–775. DOI: https://doi.org/10.1061/(asce)mt.1943-5533.0000856.]Search in Google Scholar
[Baghabra Al-Amoudi, O. S. - Ahmad, S. - Maslehuddin, M. -Khan, S. M. S. (2022) Lime-activation of natural pozzolan for use as supplementary cementitious material in concrete. Ain Shams Engineering Journal, 13(3). DOI: https://doi.org/10.1016/J.asej.2021.09.029.]Search in Google Scholar
[Bagus, I. - Jais, M. - Syahzani, A. - Rahaizad, A. - Lat, D. C. - Azizi, M. - Ali, M. (2023) Strength of Laterite Mixed with GeoPolySoilS for Slope Cover and Protection. International Journal of Sustainable Construction Engineering And Technology, 14(4), pp. 1–8. DOI: https://doi.org/10.30880/ijscet.2023.14.04.001.]Search in Google Scholar
[Bahar, R. - Benazzoug, M. - Kenai, S. (2004) Performance of compacted cement-stabilised soil. Cement and Concrete Composites, 26(7), pp. 811–820. DOI: https://doi.org/10.1016/J.CEMCONCOMP.2004.01.003.]Search in Google Scholar
[Baker, S. (2000) Deformation behavior of lime/cement column stabilized clay. Doktorsavhandlingar vid Chalmers Tekniska Hogskola (No. 1634). Available at: https://www.sgi.se/globalassets/publikationer/svensk-djupstabilisering/sd-r7.pdf (accessed at 18/03/2024).]Search in Google Scholar
[Basack, S. - Goswami, G. - Khabbaz, H. - Karakouzian, M. - Baruah, P. - Kalita, N. (2021) A comparative study on soil stabilization relevant to transport infrastructure using bagasse ash and stone dust and cost effectiveness. Civil Engineering Journal (Iran), 7(11), pp. 1947–1963. DOI: https://doi.org/10.28991/cej-2021-03091771.]Search in Google Scholar
[Beetham, P. - Dijkstra, T., - Dixon, N., - Fleming, P., - Hutchison, R., - Bateman, J. (2015). Lime stabilisation for earthworks: a UK perspective. Proceedings of the Institution of Civil Engineers - Ground Improvement, 168(2), pp. 81–95. DOI: https://doi.org/10.1680/grim.13.00030.]Search in Google Scholar
[Bell, F. G. (1996). Lime stabilization of clay minerals and soils. Engineering Geology, 42(4), pp. 223–237. DOI: https://doi.org/10.1016/0013-7952(96)00028-2.]Search in Google Scholar
[Brooks, R. M. (2009) Soil stabilization with fly ash and rice husk ash. International Journal of Research and Reviews in Applied Sciences, 1(3), pp. 209–217. DOI: https://link.springer.com/chapter/10.1007/978-981-15-6237-2_43.]Search in Google Scholar
[C Sekhar, D. - Nayak, S. (2019) SEM and XRD investigations on lithomargic clay stabilized using granulated blast furnace slag and cement. International Journal of Geotechnical Engineering, 13(6), pp. 615–629. DOI: https://doi.org/10.1080/19386362.2017.1380355.]Search in Google Scholar
[Cherian, C., - Arnepalli, D. N. (2015). A Critical Appraisal of the Role of Clay Mineralogy in Lime Stabilization. International Journal of Geosynthetics and Ground Engineering, 1(1), 8. DOI: https://doi.org/10.1007/s40891-015-0009-3.]Search in Google Scholar
[Ghanbari, P. G. - Momeni, M. - Mousivand, M. - Bayat, M. (2022) Unconfined Compressive Strength Characteristics of Treated Peat Soil with Cement and Basalt Fibre. International Journal of Engineering, Transactions B: Applications, 35(5), pp. 1089–1095. DOI: https://doi.org/10.5829/ije.2022.35.05b.24.]Search in Google Scholar
[Gonawala, R. J. – Kumar, R. - Chauhan, K. A. (2019). Impact of Stabilization of Expansive Clay with Corex Slag and Lime. Geo-Congress 2019, pp. 444–453. DOI: https://ascelibrary.org/doi/epdf/10.1061/9780784482124.045.]Search in Google Scholar
[Harichane, K. - Ghrici, M. - Kenai, S. - Grine, K. (2011). Use of Natural Pozzolana and Lime for Stabilization of Cohesive Soils. Geotechnical and Geological Engineering, 29(5), pp. 759–769. DOI: https://doi.org/10.1007/s10706-011-9415-z.]Search in Google Scholar
[Islam, S. - Hoque, N. - Chowdhury, M. (2018) Strength Development in Clay Soil Stabilized with Fly Ash. Jordan Journal of Civil Engineering, Vol. 12, No. 2, pp. 188–201.]Search in Google Scholar
[Islamuddin Faraz, M. - Goliya, H. S. - Mehta, S. - Kumar, B. (2019) An Experimental Study to Develop the Correlation Between the Properties of Black Cotton Soil Stabilized with Phosphogypsum. Indian Highways, 47(9), pp. 15–24. Available at: https://www.irc.nic.in///admnis/admin/showimg.aspx?ID=559 (accessed at 10/07/2024).]Search in Google Scholar
[James, J. - Pandian, P. K. (2016) Industrial Wastes as Auxiliary Additives to Cement/Lime Stabilization of Soils. Advances in Civil Engineering, pp. 1–17. DOI: https://doi.org/10.1155/2016/1267391]Search in Google Scholar
[Kang, S. H. - Kwon, Y. H. - Hong, S. G. - Chun, S. - Moon, J. (2019) Hydrated lime activation on byproducts for eco-friendly production of structural mortars. Journal of Cleaner Production, 231, pp. 1389–1398. DOI: https://doi.org/10.1016/J.jclepro.2019.05.313]Search in Google Scholar
[Li, Y. - Liu, Y. - Gong, X. - Nie, Z. - Cui, S. - Wang, Z. - Chen, W. (2016) Environmental impact analysis of blast furnace slag applied to ordinary Portland cement production. Journal of Cleaner Production, 120, pp. 221–230. DOI: https://doi.org/10.1016/j.jclepro.2015.12.071]Search in Google Scholar
[Little, D. N. (1987) Fundamentals of the Stabilization of Soil with Lime. National Lime Association Bulletin, No. 332, Arlington, Va., USA.]Search in Google Scholar
[Little, D. N. (1999) Evaluation Of Structural Properties Of Lime Stabilized Soils And Aggregates, Vol. 1: Summary of findings, National Lime Association. Available at: https://www.lime.org/documents/publications/free_downloads/soils-aggregates-vol1.pdf (accessed at 10/07/2024).]Search in Google Scholar
[Luo, X. - Gu, F. - Zhang, Y. - Lytton, R. L. - Zollinger, D. (2017) Mechanistic-empirical models for better consideration of subgrade and unbound layers influence on pavement performance. Transportation Geotechnics, 13, pp. 52–68. DOI: https://doi.org/10.1016/j.trgeo.2017.06.002.]Search in Google Scholar
[Majhi, R. K. - Nayak, A. N. (2020) Production of sustainable concrete utilising high-volume blast furnace slag and recycled aggregate with lime activator. Journal of Cleaner Production, 255, 120188. DOI: https://doi.org/10.1016/j.jclepro.2020.120188.]Search in Google Scholar
[Marto, A. - Jahidin, M. R. - Aziz, N. A. - Kasim, F. - Mohd Yunus, N. Z. (2016) Stabilization of Marine Clay Using Biomass Silica-Rubber Chips Mixture. IOP Conference Series: Materials Science and Engineering, 160(1), pp. 1-8. DOI: https://doi.org/10.1088/1757-899X/160/1/012084.]Search in Google Scholar
[Ma, Y. - Chen, W. (2021) Study on the Mechanism of Stabilizing Loess with Lime: Analysis of Mineral and Microstructure Evolution. Advances in Civil Engineering, 1, pp. 1-9. DOI: https://doi.org/10.1155/2021/6641496.]Search in Google Scholar
[Moayed, R. Z. - Izadi, E. - Heidari, S. (2012) Stabilization of saline silty sand using lime and micro silica. Journal of Central South University, 19(10), pp. 3006–3011. DOI: https://doi.org/10.1007/s11771-012-1370-1.]Search in Google Scholar
[Nguyen, D. T. - Phan, V. T. A. (2021) Engineering properties of soil stabilized with cement and fly ash for sustainable road construction. International Journal of Engineering, Transactions B: Applications, 34(12), pp. 2665–2671. DOI: https://doi.org/10.5829/IJE.2021.34.12C.12.]Search in Google Scholar
[Okagbue, C. O. - Yakubu, J. A. (2000) Limestone ash waste as a substitute for lime in soil improvement for engineering construction. Eng Geol Env, 58, pp.107-113 Springer-Verlag. DOI: https://doi.org/10.1007/s100640050004.]Search in Google Scholar
[Pan, D. - Zhao, H. - Zhang, H. - Zhao, P. - Li, Y. - Zou, Q. (2019) Corrosion mechanism of spray refractory in COREX slag with varying basicity. Ceramics International, 45(18), pp. 24398–24404. DOI: https://doi.org/10.1016/j.ceramint.2019.08.161.]Search in Google Scholar
[Parvathy, G. - Babu, M. S. - Raja, P. S. K. - Thyagaraj, T. - Vasa, N. J. - Sarathi, R. - Harid, N. - Griffiths, H. (2022) Understanding the Impact of Lime Stabilization on Expansive Soil for Grounding and Analysis Adopting LIBS. IEEE Access, 10, pp. 21066–21076. DOI: https://doi.org/10.1109/ACCESS.2022.3149338.]Search in Google Scholar
[Patel, S. - Shahu, J. T. (2015) Engineering Properties of Black Cotton Soil-Dolomite Mix for Its Use as Subbase Material in Pavements. Geotech., Const. Mat. and Env, 8(1), pp. 1159-1166. Available at: https://geomatejournal.com/geomate/article/view/1898/1750 (accessed at 18/03/2024).]Search in Google Scholar
[Phanikumar, B. R. - Ramanjaneya Raju, E. (2020). Compaction and strength characteristics of an expansive clay stabilised with lime sludge and cement. Soils and Foundations, 60(1), pp. 129–138. DOI: https://doi.org/10.1016/j.sandf.2020.01.007.]Search in Google Scholar
[Rajasekaran, G. - Narsimha Rao, S. (1997) Lime Stabilization Technique for the Improvement of Marine Clay. SOILS AND FOUNDATIONS, 37(2), pp. 97-104. Japanese Geotechnical Society. DOI: https://doi.org/10.3208/sandf.37.2_97.]Search in Google Scholar
[Rajasekaran, G. - Rao, S. N. (2001) Effect of Pollutants on the Physical and Engineering Behavior of Lime-Treated Marine Clay. Marine Georesources & Geotechnology, 19(1), pp. 17-35. DOI: https://doi.org/10.1080/10641190109353802.]Search in Google Scholar
[Ramesh, H. N. - Manjunatha, B. V. (2020) Justification of strength properties of microstructural changes in the black cotton soil stabilized with rice husk ash and carbide lime in the presence of sodium salts. SN Applied Sciences, 2(3). DOI: https://doi.org/10.1007/s42452-020-2226-1.]Search in Google Scholar
[Rogers, C. - Glendinning, S. - Dixon, N. (1996) Lime Stabilization. Thomas Telford Publishing.]Search in Google Scholar
[Saadeldin, R. - Siddiqua, S. (2013) Geotechnical characterization of a clay-cement mix. Bulletin of Engineering Geology and the Environment, 72(3–4), pp. 601–608. DOI: https://doi.org/10.1007/s10064-013-0531-2.]Search in Google Scholar
[Saber, S. A. - Iravanian, A. (2022) Using Waste Ceramic Dust in Stabilization of Clay Soils. International Journal of Sustainable Construction Engineering and Technology, 13(1), pp. 68–79. DOI: https://doi.org/10.30880/ijscet.2022.13.01.007.]Search in Google Scholar
[Salahudeen, A. B. - Ochepo. (2015) Effect of Bagasse Ash on Some Engineering Properties of Lateritic Soil. Jordan Journal of Civil Engineering, 9(4), pp. 468–476). DOI: https://doi.org/10.14525/jjce.9.4.3119.]Search in Google Scholar
[Saleh, S. - Yunus, N. Z. M. - Ahmad, K. - Ali, N. (2018) Stabilization of marine clay soil using polyurethane. MATEC Web of Conferences, 250. DOI: https://doi.org/10.1051/matecconf/201825001004]Search in Google Scholar
[Satyendra (2017) Corex Process for Production of Iron. Available at: https://www.ispatguru.com/Corex-process-for-production-of-iron/ (accessed at 18/03/2024).]Search in Google Scholar
[Seed, H. B. - Woodward, R. J. - Lundgren, R. (1963) Prediction of swelling potential for compacted clays. Transactions of the American Society of Civil Engineers, 128(1), pp. 1443–1477. DOI: https://doi.org/10.1061/JSFEAQ.0000431.]Search in Google Scholar
[Singh, B., - Sharma, R. K. (2014) Evaluation of geotechnical properties of local clayey soil blended with waste materials. Jordan Journal of Civil Engineering, 8(2), pp. 135–151. DOI: https://mis.just.edu.jo/issues/paper.php?p=2688.pdf.]Search in Google Scholar
[Singh, S., - Patel, S. (2023) Development of angular-shaped lightweight coarse aggregate with low calcium fly ash using autoclave curing - Experimental and microstructural study. Journal of Building Engineering, 79(15). DOI: https://doi.org/10.1016/j.jobe.2023.107860.]Search in Google Scholar
[Sumayya, k.p - Rafeequedheenk, M. – Sameer, v.t – Firoz – Khais, p.t – Jithin, K. (2016) Stabilization of expansive soil treated with tile waste. SSRG International Journal of Civil Engineering (SSRG-IJCE), 3 (3), pp. 60-68. Available at: https://www.internationaljournalssrg.org/IJCE/2016/Volume3-Issue3/IJCEV3I3P112.pdf (accessed at 18/03/2024).]Search in Google Scholar
[Turkane, S. D. - Chouksey, S. K. (2022) Partial Replacement of Conventional Material with Stabilized Soil in Flexible Pavement Design. International Journal of Engineering, Transactions B: Applications, 35(5), pp. 908–916. DOI: https://doi.org/10.5829/ije.2022.35.05b.07.]Search in Google Scholar
[Zainuddin, N. - Mohd Yunus, N. Z. - Al-Bared, M. A. M. - Marto, A. - Harahap, I. S. H. - Rashid, A. S. A. (2019) Measuring the en-gineering properties of marine clay treated with disposed granite waste. Measurement: Journal of the International Measurement Confederation, 131, pp. 50–60. DOI: https://doi.org/10.1016/j.measurement.2018.08.053.]Search in Google Scholar