The Effect of Adding Mixture of Gypsum-Lime with Geopolymer on the Properties of Swelling Soil

[1] NELSON, J. D. – MILLER, D. J.: Expansive soils: problems and practice in foundation and pavement engineering. John Wiley & Sons, 1992.Search in Google Scholar

[2] AMETA, N. – PUROHIT, D. – WAYAL, A. – SANDEEP, D.: Economics of stabilizing bentonite soil with lime-gypsum, Electronic Journal of Geotechnical Engineering, Vol. 12, Iss. 1, 2007, pp. 1–8.Search in Google Scholar

[3] TILAK, V. – DUTTA, R. K. – MOHANTY, B.: Engineering properties of bentonite modified with lime and gypsum, Jordan Journal of Civil Engineering, Vol. 8, Iss. 2, 2014, pp. 199–215.Search in Google Scholar

[4] KILIÇ, R. – KÜÇÜKALI, Ö. – ULAMIS, K.: Stabilization of high plasticity clay with lime and gypsum (ankara, turkey), Bulletin of Engineering Geology and The Environment, Vol. 75, 2015, doi: 10.1007/s10064-015-0757-2.Open DOISearch in Google Scholar

[5] MOHAMMED SHAFIQU, Q.: Effect of adding polyacrylamide polymer with lime and cement kiln dust on the properties of expansive clayey soils, International Journal of Geomate, Vol. 15, Iss. 51, 2018, pp. 233–239, doi: https://doi.org/10.21660/2018.51.19491.Search in Google Scholar

[6] MOHAMMED SHAFIQU, Q. S. – ABASS, R. I.: Enhancement of Expansive Soil Properties Using Cement Kiln Dust Mixed with Lime, In Recent Advancements on Expansive Soils, Eds., Cham: Springer International Publishing, 2019, pp. 45–55, doi: https://doi.org/10.1007/978-3-030-01914-3_4.Search in Google Scholar

[7] KHADKA, S. D. – JAYAWICKRAMA, P. W. – SENADHEERA, S. – SEGVIC, B.: Stabilization of highly expansive soils containing sulfate using metakaolin and fly ash based geopolymer modified with lime and gypsum, Transportation Geotechnics, Vol. 23, 2020, p. 100327, doi: 10.1016/j.trgeo.2020.100327.Open DOISearch in Google Scholar

[8] AL-JEZNAWI, D. – SHAFIQU, Q. S. M. – SA’UR, R. H.: Properties of swelling soil improved using mixture of polyethylene with silica fume and cement kiln dust, presented at the AIP Conference Proceedings, AIP Publishing, 2020, doi: https://doi.org/10.1063/5.0000224.Search in Google Scholar

[9] AL-JEZNAWI, D. – JASIM, T. N. – MOHAMMED SHAFIQU, Q. S.: Evaluating the Use of Polypropylene Polymer in Enhancing the Properties of Swelling Clayey Soil, presented at the IOP Conference Series: Earth and Environmental Science, IOP Publishing, 2021, p. 012015, doi: https://doi.org/10.1088/1755-1315/856/1/012015.Search in Google Scholar

[10] ASTM D2487-11: Standard practice for classification of soils for engineering purposes (Unified Soil Classification System), West Conshohocken, PA: ASTM International, 2011.Search in Google Scholar

[11] ROESYANTO – ISKANDAR, R. – HASTUTY, I. – DIANTY, W.: Clay stabilization by using gypsum and paddy husk ash with reference to UCT and CBR value, presented at the IOP Conference Series: Materials Science and Engineering, IOP Publishing, 2018, p. 012026, doi: https://doi.org/10.1088/1757-899x/309/1/012026.Search in Google Scholar

[12] DUXSON, P. – FERNÁNDEZ-JIMÉNEZ, A. – PROVIS, J. L. – LUKEY, G. C. – PALOMO, A. – VAN DEVENTER, J. S. J.: Geopolymer technology: the current state of the art, Journal of Materials Science, Vol. 42, Iss. 9, 2007, pp. 2917–2933, doi: 10.1007/s10853-006-0637-z.Open DOISearch in Google Scholar

[13] GUO, H. - SHI, X. - WEI, X.: Pore properties, inner chemical environment, and microstructure of nano-modified CFA-WBP (class C fly ash-waste brick powder) based geopolymers, Cement and Concrete Composites, Vol. 79, 2017, pp. 53–61, doi: 10.1016/j.cemconcomp.2017.01.007.Open DOISearch in Google Scholar

[14] TEMUUJIN, J. - SURENJAV, E. - RUESCHER, C. H. - VAHLBRUCH, J.: Processing and uses of fly ash addressing radioactivity (critical review), Chemosphere, Vol. 216, 2019, pp. 866–882, doi: 10.1016/j.chemosphere.2018.10.112.Open DOISearch in Google Scholar

[15] RASHAD, A. M.: A brief on high-volume class F fly ash as cement replacement – A Guide for Civil Engineer, International Journal of Sustainable Built Environment, Vol. 4, Iss. 2, 2015, pp. 278–306, doi: 10.1016/j.ijsbe.2015.10.002.Open DOISearch in Google Scholar

[16] GUPTA, R. - BHARDWAJ, P. - MISHRA, D. - PRASAD, M. - AMRITPHALE, S. S.: Formulation of Mechanochemically Evolved Fly Ash Based Hybrid Inorganic–Organic Geopolymers with Multilevel Characterization, Journal of Inorganic and Organometallic Polymers and Materials, Vol. 27, Iss. 2, 2017, pp. 385–398, doi: 10.1007/s10904-016-0461-0.Open DOISearch in Google Scholar

[17] SCHMÜCKER, M. - MACKENZIE, K. J. D.: Microstructure of sodium polysialate siloxo geopolymer, Ceramics International, Vol. 31, Iss. 3, 2005, pp. 433–437, doi: 10.1016/j.ceramint.2004.06.006.Open DOISearch in Google Scholar

[18] DEBANATH, O. - RAHMAN, M. - FAROOQ, S.: Use of fly ash based geopolymer for stabilization of expansive soil, presented at the 9th International Conference on Geotechnique, Construction Materials and Environment, Tokyo, Japan: GEOMATE, 2019, pp. 344–347.Search in Google Scholar

[19] MAHROUS, M. A. - ŠEGVIĆ, B. - ZANONI, G. - KHADKA, S. D. - SENADHEERA, S. - JAYAWICKRAMA, P. W.: The Role of Clay Swelling and Mineral Neoformation in the Stabilization of High Plasticity Soils Treated with the Fly Ash and Metakaolin-Based Geopolymers, Minerals, Vol. 8, Iss. 4, 2018, doi: 10.3390/min8040146.Open DOISearch in Google Scholar

[20] ASTM D698-12: Standard test methods for laboratory compaction characteristics of soil using standard effort (12 400 ft-lbf/ft³ (600 KN-m/m³)), West Conshohocken, PA: ASTM International, 2012, p. 1-13.Search in Google Scholar

[21] ASTM D4318-10: Standard test methods for liquid limit, plastic limit, and plasticity index of soils, West Conshohocken, PA: ASTM International, 2014, p. 1-16.Search in Google Scholar

[22] ASTM D4546-96: Standard test methods for one-dimensional swell or settlement potential of cohesive soils, West Conshohocken, PA: ASTM International, 1996.Search in Google Scholar

[23] ASTM D1883-87. Standard test method for California Bearing Ratio (CBR) of laboratory-compacted soils. West Conshohocken, PA: ASTM International, 1987. p. 1-8.Search in Google Scholar

[24] ASTM D2166-13: Standard test method for unconfined compressive strength of cohesive soil, In: Annual Book of ASTM Standards, West Conshohocken, PA: ASTM International, 2013. p. 1-7.Search in Google Scholar

[25] SIVAPULLAIAH, P. - JHA, A. K.: Gypsum induced strength behaviour of fly ash-lime stabilized expansive soil, Geotechnical and Geological Engineering, Vol. 32, 2014, pp. 1261–1273.Search in Google Scholar

[26] ELLEBOUDY, A.: Characterization of Chemical Compaction Aids for Fine-Grained Soils, PhD THESIS, Iowa State University, 1977.Search in Google Scholar

[27] SANTOS, F. - LI, L. - LI, Y. - AMINI, F.: Geotechnical properties of fly ash and soil mixtures for use in highway embankments, presented at the World of Coal Ash (WOCA) Conference, USA, 2011.Search in Google Scholar

[28] SOMNA, K. - JATURAPITAKKUL, C. - KAJITVICHYANUKUL, P. - CHINDAPRASIRT, P.: NAOH-activated ground fly ash geopolymer cured at ambient temperature, Fuel, Vol. 90, Iss. 6, 2011, pp. 2118–2124.Search in Google Scholar