A constructive model of soil bio-cementing by using expanded glass granules
DOI:
https://doi.org/10.15625/2525-2518/16357Keywords:
soil cementing, biomineralization, bacteria, MICPAbstract
Soil bio-cementing is a promising technique for ground stabilization and/or production of unfired clay brick using bacteria. This study reported new findings using Sporosarcina pasteurii, a ureolytic baterium and a mixture of perfect particle package of expanded glass granules as a soil model. For bacteria growth, the nutrition solution was carefully prepared in the laboratory condition from different indigents such as casein, soymeal, NaCl, urea and CaCl2. Three mixtures containing large, medium and small granules were analyzed with regards to its compactness. As constated, round shape and high water absorption of glass granules helps us providing an ideal condition for biomineralization process. Precipitated products responsible for bonding glass beads were characterized with different techniques such as XRD, SEM. Calcium carbonate was regconized as the main generated product due to bacteria metabolism. Results of microscopic observation revealed the various position of bonding bridges between glass granules that placed side by side on petri dish and in the cylindrical mold. Obviously, the effect of curing time on the result of bonding materials was observed as a decisive factor for 7 and 21 days specimens. The model of soil particle packing from glass granules help us more easily to investigate the cementing ability of bacteria. From this study, we could consider future studies of soil biocementing with different strains of bacteria.
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Jiang N. J., Tang C. S., Hata T., Courcelles B., Dawoud O., and Singh D. N. - Bio-mediated soil improvement: The way forward, Soil Use and Management 36 (2) (2020) 185-188. DOI: https://doi.org/10.1111/sum.12571
Mujah D., Shahin M. A., and Cheng L. - State-of-the-art review of biocementation by microbially induced calcite precipitation (MICP) for soil stabilization, Geomicrobiology Journal 34 (6) (2017) 524-537. DOI: https://doi.org/10.1080/01490451.2016.1225866
Whiffin V. S., Van Paassen L. A., and Harkes M. P. - Microbial carbonate precipitation as a soil improvement technique, Geomicrobiology Journal 24 (5) (2007) 417-423. DOI: https://doi.org/10.1080/01490450701436505
Harkes M. P., Van Paassen L. A., Booster J. L., Whiffin V. S., and Van Loosdrecht M. C. - Fixation and distribution of bacterial activity in sand to induce carbonate precipitation for ground reinforcement, Ecological Engineering 36 (2) (2010) 112-117. DOI: https://doi.org/10.1016/j.ecoleng.2009.01.004
Cheng L. and Cord-Ruwisch R. - Upscaling effects of soil improvement by microbially induced calcite precipitation by surface percolation, Geomicrobiology Journal 31 (5) (2014) 396-406. DOI: https://doi.org/10.1080/01490451.2013.836579
Zhao Q., Li L., Li C., Li M., Amini F., and Zhang H. - Factors affecting improvement of engineering properties of MICP-treated soil catalyzed by bacteria and urease, Journal of Materials in Civil Engineering 26 (12) (2014) 04014094. DOI: https://doi.org/10.1061/(ASCE)MT.1943-5533.0001013
Whitaker J. M., Vanapalli S., and Fortin D. - Improving the strength of sandy soils via ureolytic CaCO 3 solidification by Sporosarcina ureae, Biogeosciences 15 (14) (2018) 4367-4380. DOI: https://doi.org/10.5194/bg-15-4367-2018
Maleki M., Ebrahimi S., Asadzadeh F., and Tabrizi M. E. - Performance of microbial-induced carbonate precipitation on wind erosion control of sandy soil, International journal of environmental science and technology 13 (3) (2016) 937-944. DOI: https://doi.org/10.1007/s13762-015-0921-z
Matsubara H. and Yamada T. - Mathematical modelling and simulation of microbial carbonate precipitation: the urea hydrolysis reaction, Acta Geotechnica 15 (1) (2020) 29-38. DOI: https://doi.org/10.1007/s11440-019-00896-6
Fattahi S. M., Soroush A., and Huang N. - Biocementation control of sand against wind erosion, Journal of Geotechnical and Geoenvironmental Engineering 146 (6) (2020) 04020045. DOI: https://doi.org/10.1061/(ASCE)GT.1943-5606.0002268
Jiang N. J., Soga K., and Kuo M. - Microbially induced carbonate precipitation for seepage-induced internal erosion control in sand–clay mixtures, Journal of Geotechnical and Geoenvironmental Engineering 143 (3) (2017) 04016100. DOI: https://doi.org/10.1061/(ASCE)GT.1943-5606.0001559
https://stikloporas.com/expanded-glass, (Accessed in May. 2020)
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