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Biological stabilizers for different dispersive clayey soils | ||
| AUT Journal of Civil Engineering | ||
| مقاله 2، دوره 4، شماره 1، خرداد 2020، صفحه 17-26 اصل مقاله (879.9 K) | ||
| نوع مقاله: Research Article | ||
| شناسه دیجیتال (DOI): 10.22060/ajce.2019.15662.5546 | ||
| نویسندگان | ||
| Hakime Abbaslou* 1؛ Hojat Hadifard2؛ Alireza Ghanizadeh3؛ Sara Kharazmi4 | ||
| 1civil engineering department, Sirjan university of technology, Sirjan, Iran | ||
| 2Civil Engineering Department, Sirjan University of Technology, Sirjan, Iran | ||
| 3Civil Engineering Department, Sirjan University of Technology. Sirjan, Iran | ||
| 4PhD student in Biotechnology at International Center for Sciences, High Technology & Environmental Sciences, Kerman, Iran. | ||
| چکیده | ||
| Dispersive clays are a particular type of soil material in which the clay fraction erodes in the presence of water by a process of deflocculating and could cause significant problems in geotechnical and geo-environmental projects. Dispersive soils have been found to exist in various types of climates, especially arid climates, which the extent of dispersion mostly depends on mineralogy and clay chemistry. Bentonite, kaolin, and fibrous clay soils are among the most important and useful industrial materials. Therefore, clay dispersion potential was investigated by adding dispersive materials (Sodium hexamethaphosphate) and performing shear strength, crumb, double hydrometer, pinhole tests and chemical experiments. Stabilization practices using biological methods were done with Bacillus sphaericus and Bacillus pasteurii after soil divergence to assess the impact bacteria strains on soil improvement parameters. Bases on chemical properties, Sodium Adsorption Ratio and stabilization potential was in the order of kaolin>sepiolite>bentonite; the trend changed in accordance with clay CEC. The role of produced carbonate was prominent in improving mechanical and dispersivity properties. Soil chemical (exchanging Na ions) and mechanical (cohesion and friction angle) characteristics ameliorated by B. pasteurii further than B. sphaericus. In general, biological stabilization may replace conventional soil improvement methods as an eco-friendly and efficient way toward sustainable development. | ||
| کلیدواژه‌ها | ||
| Dispersion Soils؛ Clay Minerals, Chemical tests, Biological Stabilization؛ Bacteria | ||
| مراجع | ||
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[1] H. Abbaslou, H. Hadifard, A. Poorgohardi, Characterization of dispersive problematic soils and engineering improvements: A review, Computations and Materials in Civil Engineering, 1(2) (2016) 27-40.
[2] R.T. Heinzen, K. Arulanandan, Factors Influencing Dispersive Clays and Methods of Identification, ASTM Special Technical Publication, 623 (1997) 202-217.
[3] J.L. Sherard, L.P. Dunnigan, R.S. Decker, Identification and Nature of Dispersive Soils, ASCE Geotechnics Division, 102 (4) (1976) 69-87.
[4] M. Qadir, J.D. Oster, S. Schubert, A.D. Noble, K.L. Sahrawat, Phytoremediation of sodic and saline-sodic soils, Advances in Agronomy, 96 (2007) 197–247
[5] H. Van Olphen, An Introduction to Clay Colloid Chemistry, 2nd ed., John Wiley and Sons, New York (1977).
[6] A. Marchuk, Effect of cations on structural stability of salt-affected soils, PhD thesis of Soil Science, School of Agriculture, Food and Wine, The University of Adelaide (2013).
[7] Hasan, Ureolytic microorganisms and soil fertility: a review, Commun. Communications in Soil Science and Plant Analysis, 31 (2000) 2565– 2589.
[8] R. Siddique, N.K. Chahal, Effect of Ureolytic Bacteria on concrete properties, Construction and Building Materials, 25 (2011) 3791-3801.
[9] V.S. Whiffin, Microbial CaCO3 Precipitation for the Production of Biocement, PhD. Thesis, School of Biological Sciences and Biotechnology, Murdoch University, (2014) 154p.
[10] L. Cheng, R. Cord-Ruwisch, M.A. Shahin, Cementation of sand soil by microbially induced calcite precipitation at various degrees of saturation, Canadian Geotechnical Journal, 50(1) (2013) 81-90.
[11] N.W. Soon, L.N. Lee, T.C. Khun, H.S. Ling, Factors affecting improvement in engineering properties of residual soil through microbial-induced calcite precipitation, Journal of Geotechnical and Geoenvironmental Engineering, 140 (5) (2014).
[12] S. Moravej, E. Nikooee, G. Habibagahi, A. Niazi, Bio-stabilisation of dispersive soils, Geotechnical Engineering for Infrastructure and Development, (2015) 2835-2840
[13] M. Umar, K.A. Kassim, K.T. Ping Chiet, Biological process of soil improvement in civil engineering: A review, Journal of Rock Mechanics and Geotechnical Engineering, 8 (2016) 767-774.
[14] R.H. Loppert, D.L. Suarez, Carbonate and Gypsum. Part III. In: “Method of Soil Analysis”, (Eds.): Sparks, D. L. et al. 3rd Edition, Am. Soc. Agron., Madison, WI, (1996) 437-474.
[15] M.E. Summers, W.P. Miller, Cation Exchange Capacity and Exchange Coefficients. Part III. In: “Method of Soil Analysis”, (Eds.): Sparks, D. L. et al. 3rd Edition, Am. Soc. Agron., Madison, WI, (1996) 1201-1229.
[16] USDA-NRCS. Soil survey laboratory methods manual. Soil Survey Investigations Rep. 42, Ver. 3.0. Natl. Soil Survey Center, Lincoln, NE (1996).
[17] G. Fagerlund, determination of specific surface by the BET method, Materials and Structures, 6(3) (1973) 239-245.
[18] M.E. Sumner, P. Rengasamy, R. Naidu, Sodic soils: A reappraisal. In Sodic Soil: Distribution, Management and Environmental Consequences (M. E. Sumner and R. Naidu, Eds.), pp. 3–17. Oxford University Press, New York (1998).
[19] R.S. Decker, L.P. Dunnigan, Development and use of the soil conservation service dispersive test, Dispersive clays, related piping and erosion in geotechnical projects, ASTM STP-623, (1977) 94-109.
[20] S.M.K. Rasheed, The effect of clay content and land use on dispersion ratio at different locations in sulaimani governorate—Kurdistan region—Iraq, Open Journal of Soil science, 6 (2016) 1-8.
[21] A. Kandiah, K. Arulanandan, Hydraulic erosion of cohesive soils, Transportation Research Record 479, Transportation Research Board, (1974) 60-68.
[22] A. Kandiah, Fundamental aspects of surface erosion of cohesive soils, PhD Thesis, University of California, Davis, California (1974).
[23] A. Alizadeh, Amount and type of clay and pore fluid influences on the critical shear stress and swelling of cohesive soils. PhD Thesis, University of California, Davis, California (1974).
[24] A. Alizadeh, K. Arulanandan, Physico-chemical aspects in cohesive erosion, Journal of Geotechnical Engineering Division Proceeding American Society of Civil Engineers, (1976).
[25] K. Arulanandan, P. Loganathan, R.B. Krone, Application of chemical and electrical parameters to prediction of erodibility, H.R.B. Special Report no. 135 (1975) 42-51.
[26] R.T. Heinzen, Erodibility criteria of soils, WSc. Thesis, University of California, Davis, California (1976).
[27] T. Bosak, Calcite Precipitation, Microbially Induced. In: Reitner J., Thiel V. (eds) Encyclopedia of Geobiology. Encyclopedia of Earth Sciences Series. Springer, Dordrecht (2011).
[28] D. Terzis, R. Bernier-Latmani, L. Laloui, Fabric characteristics and mechanical response of bio-improved sand to various treatment conditions, Géotechnique Letters, 6 (2016) 50–57.
[29] L.A. Van Paassen, Biogrout, ground improvement by microbial induced carbonate precipitation, PhD thesis, Delft University of Technology, TU Delft, the Netherlands (2009).
[30] S.S. Bang, J.K. Galiant, V. Ramakrishnan, Calcite precipitation induced by Polyurethane immobilized Bacillus pasteurri, Enzyme and Microbial Technology, 28 (2001) 404-409.
[31] D. Sarda, H.S. Choonia, D.D. Sarode, S.S. Lele, Biocalcification by Bacillus pasteurii Urease: A Novel Application, Journal of Industrial Microbiology and Biotechnology, 36 (2009) 1111- 1115.
[32] D.J. Tobler, M.O. Cuthbert, R.B. Greswell, M.S. Riley, J.C. Renshaw, S.Handley-Sidhu, V.R. Phoenix, Comparison of rates of ureolysis between Sporosarcina pasteurii and an indigenous groundwater community under conditions required to precipitate large volumes of calcite, Geochimica et Cosmochimica Acta, 75 (11) (2011) 3290–3301.
[33] D.J. Tobler, M.O.Cuthbert, V.R. Phoenix, Transport of Sporosarcina pasteurii in sandstone and its significance for subsurface engineering technologies, Applied Geochemistry, 42 (2014) 38-44.
[34] M. Sarmast, M.H. Farpoor, M. Sarcheshmehpoor, M.K. Eghbal, Micromorphological and Biocalcification Effects of Sporosarcina pasteurii and Sporosarcina ureae in Sandy Soil Columns, Journal of Agricultural Science and Technology, 16 (2014) 681-693. | ||
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