Improvement in Plasticity Behavior of Residual Clay Soil via Bio-cementation Technique
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Abstract
Enzyme-induced calcium carbonate precipitation (EICP) is a bio-inspired technique that uses urease to activate the urea-hydrolysis reaction to produce CaCO3 precipitation. This study was conducted to assess the effect of cementation solution concentrations on the plasticity and swell behavior of residual clay soil. The findings showed that the plasticity behaviour of the residual soil was improved. The liquid limit of the residual clay soil decreased from 79% to 58.8%, plastic limit increased from 30% to 47.8%, plasticity index decreased from 49% to 11% and linear shrinkage limit decreased from 16 to 4.3%, and these results reflected an increase in calcium carbonate precipitation from 0% in the untreated soil to 4.09% in the EICP soil sample treated at 1.00 M concentration of cementation solution. The SEM and EDX results indicated the presence of CaCO3 crystals in the treated residual soil, while XRD analysis confirmed the formation of calcite crystals in the treated soil.
Keywords: biocementation; plasticity behaviour; residual clay soil; enzyme-induced calcium carbonate precipitation (EICP)
*Corresponding authour: Email: muttaqaubaz@yhoo.com
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References
Achal,V., Mukherjee, A., Kumari, D. and Zhang, Q., 2015. Biomineralization for sustainable construction - A review of processes and applications. Earth-Science Reviews, 148, 1-17.
Anbu, P., Kang, C.-H., Shin, Y.-J. and So, J.-S., 2016. Formations of calcium carbonate minerals by bacteria and its multiple applications. Springerplus, 5, 250, https://doi.org/ 10.1186/s40064-016-1869-2.
Wang, Z., Zhang, N., Cai, G., Jin, Y., Ding, N. and Shen, D., 2017. Review of ground improvement using microbial induced carbonate precipitation (MICP). Marine Georesources & Geotechnology, 35(8), 1135-1146.
Omoregie, A.I., Ngu, L.H., Ong, D.E.L. and Nissom, P.M., 2019. Low-cost cultivation of Sporosarcina pasteurii strain in food-grade yeast extract medium for microbially induced carbonate precipitation (MICP) application. Biocatalysis and Agricultural Biotechnology, 17(11), 247-255.
Wen, K., Li, Y., Amini, F. and Li, L., 2020. Impact of bacteria and urease concentration on precipitation kinetics and crystal morphology of calcium carbonate. Acta Geotechnica, 15(1), 17–27.
Umar, M., Kassim, K.A. and Chiet, K.T. P., 2016. Biological process of soil improvement in civil engineering: A review. Journal of Rock Mechanics and Geotechnical Engineering, 8(5), 767-774.
Tian, Z.-F., Tang, X., Xiu, Z-L.. and Xue, Z.-J., 2020. Effect of different biological solutions on microbially induced carbonate precipitation and reinforcement of sand. Marine Georesources & Geotechnology, 38(4), 450-460.
Liu, B., Zhu, C., Tang, C.-S., Xie, Y.-H., Yin, L.-Y., Cheng, Q. and Shi, B., 2020. Bio-remediation of desiccation cracking in clayey soils through microbially induced calcite precipitation (MICP). Engineering Geology, 264(11), 105389, https://doi.org/10.1016/j. enggeo.2019.105389.
Morales, L., Garzón, E., Romero, E. and Sánchez-Soto, P.J., 2019. Microbiological induced carbonate (CaCO3) precipitation using clay phyllites to replace chemical stabilizers (cement or lime). Applied Clay Science, 174(3), 15-28.
Vail, M., Zhu, C., Tang, C.S., Anderson, L., Moroski, M. and Montalbo-Lomboy, M.T., 2019. Desiccation cracking behavior of MICP_treated bentonite. Geosciences, 9(9), 385, https://doi.org/10.3390/geosciences9090385
Li, M., Fang, C., Kawasaki, S. and Achal, V., 2018. Fly ash incorporated with biocement to improve strength of expansive soil. Scientific Report, 8, https://doi.org/10.1038/s41598-018-20921-0
Hataf, N. and Baharifard, A., 2020. Reducing soil permeability using microbial induced carbonate precipitation (MICP) method : A case study of Shiraz landfill soil. Geomicrobiology Journal, 37(2), 147-158.
Mitchell, J.K. and Santamarina, J.C., 2005. Biological considerations in geotechnical engineering. Journal of Geotechnical and Geoenvironmental Engineering, 131(10), https://doi.org/10.1061/(ASCE)1090-0241(2005)131:10(1222)
Hamdan, N., Kavazanjian, E. and O’Donnell, S., 2013. Carbonate cementation via plant derived urease. Proceedings of the 18th International Conference on Soil Mechanics and Geotechnical Engineering, Paris, France, 2013, 2489-2492.
Almajed, A., Tirkolaei, H.K. and Kavazanjian, E., 2018. Baseline investigation on enzyme-induced calcium carbonate precipitation. Journal Geotechnical and Geoenvironmental Engineering, 144 (11), https://doi.org/10.1061/(ASCE)GT.1943-5606.0001973
Rohy, H., Arab, M., Zeiada, W., Omar, M., Almajed, A. and Tahmaz, A., 2019. One phase soil bio-cementation with eicp-soil mixing. Proceedings of the 4th World Congress on Civil, Structural, and Environmental Engineering, https://doi.org/10.11159/icgre19.164
Almajed, A., Tirkolaei, H.K., Kavazanjian, E. and Hamdan, N., 2019. Enzyme induced biocementated sand with high strength at low carbonate content. Scientic Reports, 9(1), 1135, https://doi.org/10.1038/s41598-018-38361-1
Simatupang, M and Okamura, M., 2017. Liquefaction resistance of sand remediated with carbonate precipitation at different degrees of saturation during curing. Soils and Foundations, 57(4), 619–631.
Yasuhara, H., Neupane, D., Hayashi, K and Okamura, M. 2012. Experiments and predictions of physical properties of sand cemented by enzymatically-induced carbonate precipitation. Soils and Foundations, 52(3), 539-549.
Neupane, D., Yasuhara, H., Kinoshita, N. and Unno, T., 2013. Applicability of enzymatic calcium carbonate precipitation as a soil-strengthening technique. Journal of Geotechnical and Geoenvironmental Engineering, 139(12), 2201-2211.
Zhao, Z., Hamdan, N., Shen, L., Nan, H., Almajed, A., Kavazanjina, E. and He, X., 2016. Biomimetic hydrogel composites for soil stabilization and contaminant mitigation. Environmental Science and Technology, 50(22), 12401-12410.
Oliveira, P.J.V., Freitas, L.D. and Carmona, J.P.S.F., 2017. Effect of soil type on the enzymatic calcium carbonate precipitation process used for soil improvement. Journal of Materials and Civil Engineering, 29(4), https://doi.org/10.1061/(ASCE)MT.1943-5533.0001804
Chandra, A. and Karangat, R., 2019. Effect of magnesium incorporation in Enzyme Induced Carbonate Precipitation (EICP) to improve shear strength of soil. In A. Prashant, A. Sachan, and C.S. Desai, eds. Advances in Computer Methods and Geomechanics, https://doi.org/ 10.1007/978-981-15-0890-5_28
Cuccurullo, A., Gallipoli, D., Bruno, A.W., Augarde, C., Hughes, P. and Borderie, C.L., 2019. Advances in the enzymatic stabilisation of soils. Proceedings of the XVII European Conference: Geotechnical Engineering Foundation of the Future. September, 2019, https://doi.org/10.32075/17ECSMGE-2019-0987.
Osinubi, K.J., Eberemu, A.O., Gadzama, E.W. and Ijimdiya, T.S., 2019. Plasticity characteristics of lateritic soil treated with Sporosarcina pasteurii in microbial-induced calcite precipitation application. SN Applied Sciences, 1, 829, https://doi.org/10.1007/s42452-019-0868-7.
BS 1377-2, 1990. Methods of Test for Soils for Civil Engineering Purposes-Part 2: Classification Tests. London: British Standards Institute.
Choi, S.-G., Park, S.-S., Wu, S. and Chu, J., 2017. Methods for calcium carbonate content measurement of biocemented soils. Journal of Material and Civil Engineering, 29(11), https:// doi.org/10.1061/(ASCE)MT.1943-5533.0002064.
Widomski, M.K., Stepniewski, W. and Musz-Pomorska, A., 2018. Clays of different plasticity as materials for landfill liners in rural systems of sustainable waste management. Sustainability, 10(7), 2489, https://doi.org/10.3390/su10072489
EPA, 1993. Solid Waste Disposal Facility Criteria. Technical Manual. Washington D.C.: United States Environmental Protection Agency.
Choobbasti, A.J., Samakoosh, M.A. and Kutanaei, S.S., 2019. Mechanical properties soil stabilized with nano calcium carbonate and reinforced with carpet waste fibers. Constructions and Building Materials, 211, 1094-1104
Yazarloo, R., Katooli, F.A., Golestani, M., Asadi, M. and Ebrahimi, S., 2017. Adding calcite and nanocalcite to improving the plastic properties of the lean clay. Proceeding of the 3rd World Congress on New Technology, Rome, Italy, June 6-8, 2017, https://doi.org/10.11159/ icnfa17.106.
Moravej, S., Habibagahi, G., Nikooee, E. and Niazi, A., 2017. Stabilization of dispersive soils by means of biological calcite precipitation. Geoderma, 315, 130-137.
Kannan, K., Bindu, J. and Vinod, P., 2020. Engineering behaviour of MICP treated marine clays. Marine Georesources and Geotechnology, 38(7), 761-769.
Pei, X., Zhang, F., Wu, W. and Liang, S., 2015. Physicochemical and index properties of loess stabilized with lime and fly ash piles. Applied Clay Science, 114, 77-84.
Musso, G., Chighini, S. and Romero, E., 2008. Mechanical sensitivity to hydrochemical processes of Monastero Bormida clay. Water Resources Research, 44(5), https://doi.org/ 10.1029/2007wr006533
Howayek, A.E., Bobet, A. and Santagata, M., 2019. Microstructure and cementation of two carbonatic fine-grained soils. Canadian Geotechnical Journal, 56(3), 320-334.
Kavazanjian, E. and Hamdan, N., 2015. Enzyme induced carbonate precipitation (EICP) columns for Ground Improvement. Proceedings of the International Foundations Congress and Equipment Expo, Texas, USA, https://doi.org/10.1061/9780784479087