Chapter
Mar 23, 2023

The Impact of Biocalcification on Strength of Semi-Arid Zone Sand of Northeastern Nigeria

Publication: Geo-Congress 2023

ABSTRACT

Efforts to minimize energy loss during soil improvements have resulted in the emergence of environmentally friendly and sustainable biological process, termed biocalcificaion (or microbial induced calcite precipitation, MICP). Biocalcification technique was applied on a loose and wind-susceptible semi-arid zone soil of low strength for fugitive dust control process. The soil was treated with varying non-pathogenic urease positive Bacillus megaterium (B. megaterium) suspension densities (i.e., 1.5 × 108, 6.0 × 108, 1.2 × 109, 1.8 × 109, and 2.4 × 109 cells/ml) and cementation reagent concentrations (i.e., 0.25, 0.5, 0.75, and 1 M) using different treatment cycles of 1, 2, and 3 and at a mix ratio of 50:50 (bacteria:cementation). Peak unconfined compressive strength (UCS) value of 453 kN/m2 was obtained for soil compacted with standard Proctor energy and treated (in three cycles) with B. megaterium suspension density of 1.8 × 109 cells/ml and 1 M cementation reagent. The urease activity and calcite content increased with higher bacteria/cementation contents that indicates the potential of the biocalcification technique for the improvement of the semi-arid zone soil considered in the study.

Get full access to this article

View all available purchase options and get full access to this chapter.

REFERENCES

AASHTO. (1986). Standard Specifications for Transport Materials and Methods of Sampling and Testing. 14th Edition, American Association of State Highway and Transport Officials (AASHTO), Washington, D.C.
Adhikari, K., and Hartemink, A. E. (2016). “Linking soils to ecosystem services—a global review”. Geoderma, Vol. 2, No. 62 pp. 101–111.
Al Qabany, A., Soga, K., and Santamarina, C. (2012). Factors affecting efficiency of microbially induced calcite precipitation. J Geotech Geoenviron Eng Vol. 138, No. 8, pp. 992–1001.
Anderson, C. H. (1975). A history of soil erosion by wind in the Palliser Triangle of Western Canada., 25 pp. Research Branch, Canada Department of Agriculture.
ASTM. (1992). Annual Book of Standards Vol. 04.08, American Society for Testing and Materials, Philadelphia.
ATCC (American Type Culture Collection). (2013). American Type Culture Collection. PO Box 1549 Manassas, VA 20108 USA http://www.atcc.org.
Bakkar, M., Govers, G., Jones, R. A., and Rounsevell, M. D. A. (2007). “The effect of soil erosion on europe’s crop yields” Ecosystem, Vol. 10, pp. 1209–1219.
Bang, S., Min, S., and Bang, S. S. (2011). “Application of Microbially Induced Soil Stabilization Technique for Dust Suppression.” Int. Jrnl of Geo-Engineering, Vol. 3, No. 2, pp. 27–37.
BIS (British Standards Institute). B.S. 1377. (1990). Methods of Testing Soil for Civil Engineering Purposes. British Standards Institute, London.
BIS (British Standards Institute). B.S. 1924. (1990). Methods of Test for Stabilized Soils. British Standards Institute, London.
Castanier, S., Le Mateyer-Levrel, G., and Perthuisot, J.-P. (2000a). “Bacterial Carbonatogenesis nd application to preservation and restoration of historic property. In O. Ciferri, P. Tiano and G. Masromei (ed.) of microbes and art: the role of microbial communities in the degradation and protection of cultural heritage. Plenum, New York.
Castanier, S., Le Mateyer-Levrel, G., and Perthuisot, J.-P. (2000a). “Bacterial roles in the precipitation of carbonate materilas, pp. 32–39. In R. E. Riding and S. M. Awramik (ed.) of Microbial sediments. Springer-Verlag, Heidelberg.
Cheng, L., Shahin, M. A., and Cord-Ruwisch, R. (2014). “Bio-cementation of sandy soil using microbially induced carbonate precipitation for marine environments” Ge´otechnique. 2014; Vol. 64, No. 12, pp.1010–1013.
Choi, S. G., Park, S. S., Wu, S., and Chu, J. (2017). “Methods for Calcium Carbonate Measurement of Biocemented Soils.” Journal of Materials in Civil Engineering, Technical note 29(11):06017015.
DeJong, J. T., Fritzges, M. B., and Nüsslein, K., (2006). “Microbially Induced Cementation to Control Sand Response to Undrined Shear,” Journal of Geotechnics and Geoenvironmental Engineering, vol. 132, pp. 1381–1392.
DeJong, J. T., Mortesen, B. M., Martinez, B. C., and Nelson, D. C. (2010). “Bio-mediated soil improvement. Ecological Engineering, Vol. 36, No. 2, pp. 197–210.
Dejong, J. T., Soga, K., Bewart, S. A., Whalley, W. R., Ginn, T. R., and Nelson, D. L. (2011). “Soil engineering in vivo: harnessing natural biogeochemical systems for sustainable, multifunctional solutions” Journal of the Royal Society Interface, Vo. 8, No. 54, pp. 1–15.
Dejong, J. T., et al. (2013). “Biogeochemical processes and geotechnical applications: progress, opportunities and challenges.” Geotechnique, Vol. 63, No. 4, pp. 287–301 [https://doi.org/10.1680/geot.SIP13.P.017].
Palomino, A., Renforth, P., Santamarina, J. C., Seagren, E. A., Tanyu, B., Tsesarsky, M., and Weaver, T. (2013). “Biogeochemical processes and geotechnical applications: progress, opportunities and challenges.” Geotechnique, Vol. 63, No. 4, pp. 287–301 [https://doi.org/10.1680/geot.SIP13.P.017].
DeMuynck, W., Verbeken, K., De Belie, N., and Verstraete, W. (2010). “Influence of urea and calcium dosage on the effectiveness of bacterially induced carbonate precipitation on limestone.” Ecological Engineering, Vol. 36, No. 2, pp. 99–111.
El-Nahhal, Y., Awad, Y., and Safi, J. (2013). “Bioremediation of acetochlor in soil and water systems by cyanobacterial mat. American Journal of Plant Sciences. Vol. 5, No. 8, pp. 1081–1089.
Hammes, F., Seka, A., Van Hege, K., Van De Wiele, T., Vanderdeelen, J., Siciliano, S. D., and Verstraete, W. (2003a). “Calcium removal from industrial wastewater by bio-catalytic CaCO3 precipitation” Journal of Chemical Technology and Bio-technology. John Wiley & Sons, Vol. 78, pp. 670–677.
Hammes, F., Boon, N., de Villiers, J., Verstraete, W., and Siciliano, S. D. (2003b) “Strain specific ureolytic microbial calcium carbonate precipitation” Journal of Applied and Environmental Microbiology. America Society for Microbiology, Vol. 69, No. 8, pp. 4901–4909.
Hodges, T. M., and Lingwall, B. N. (2020). “Laboratory Study in the Treatment of Burned Soils with Microbial Augmentation for Erosion Control” Biogeotechnics. GeoCongress 2020, ASCE GSP 320, Minneapolis, Minnesota.
Ismail, M. A., Joer, H. A., Radolph, M. F., and Meritt, A. (2002). “Cementation of porous materials using calcite.” Geotechnique, Vol. 52, pp. 3130324.
Ivanov, V, and Chu, J. (2008). “Applications of microorganisms to geotechnical engineering for bioclogging and biocementation of soil in situ,” Reviews in Environmental Science and Bio-Technology, Vol. 7, pp. 139–153.
Mitchell, J. K., and Santamarina, J. C. (2005). “Biological considerations in geotechnical engineering.” ASCE Journal of Geotechnical and Geoenvironmental Engineering, Vol. 131, No. 10, pp. 1222–1233.
Molenaar, N., and Venmans, A. A. M. (1993). “Calcium carbonate cementation of sand: A method for producing artificially cemented samples for geotechnical testing and a comparison with natural cementation processes.” Engineering Geology., Vol. 35, No. 1, pp. 103–122.
Mertensen, B. M., Haber, M. J., DeJong, J. T., Caslake, L. F., and Nelson, D. C. (2011). “Effects of Environmental Factors on Microbial Induced Calcium Carbonate Precipitation” Journal of Applied Microbiology. doi:https://doi.org/10.1111/j.1365-2672.2011.05065.x.
Meyer, F. D., Bang, S., Min, S., Stetler, L. D., and Bang, S. S. (2011). “Microbially-induced soil stabilization: Application of Sporosarcina pasteurii for fugitive dust control” Geo-frontliners 2011, ASCE, Dallas, Texas.
Osinubi, K. J., Yohanna, P., Eberemu, A. O., and Ijimdiya, T. S. (2019a). “Evaluation of hydraulic conductivity of lateritic soil treated with Bacillus coagulans for use in waste containment applications”. Proceedings of the 8th international congress on Environmental Geotechnics. Vol. 3, pp. 401–409.
Osinubi, K. J., Sani, J. E., Eberemu, A. O., Ijimdiya, T. S., and Yakubu, S. E. (2019b) “Unconfined compressive strength of Bacillus pumilus treated lateritic soil”. Proceedings of the 8th International Congress on Environmental Geotechnics. Vol. 3, pp. 410–418.
Osinubi, K. J., Gadzama, E. W., Eberemu, A. O., Ijimdiya, T. S., and Yakubu, S. E. (2019c). “Evaluation of the strength of compacted lateritic soil treated with Sporosarcina pasteurii”. Proceedings of the 8th international congress of Environmental Geotechnics. Vol. 3, pp. 419–428.
Park, S.-S., Choi, S.-G., and Nam, I.-H. (2014). Effect of plant-induced calcite precipitation on the strength of sand. J. Materials in Civil Engineering Vol. 26, No. 8, pp.: 06014017.
Rafahi, H. G. (2006). Wind Erosion and Conservation. 4th Eds., University of Tehran, Iran. Page 320, (In Persian).
Rebata-Landa, V., and Santamarina, J.C. (2007). Mechanical limits to microbial activity in deep sediments. Geochemistry Geophysics Geosystems, Vol. 7, No. 11, pp. 1–12.
Řeháček, D., Khel, T., and Kučera, J. (2017). “Effect of windbreaks on wind speed reduction and soil protection against wind erosion” Soil and Water Research, Vol. 12, No. 2, pp. 128–135.
Rosario-Diaz, J. F., de Rosario, A. H., and Canero-Leon, R. (2013). “Contingent valuation of erosion externalities: The case of the hydrographic Basin of the Alto Almanzora” In Sierra de Filabres, Spain. J. Environ. Protect. Ecol., Vol. 14, pp. 1185–1194.
Sharma, A., and Ramkrishnan, R. (2016). “Study on effect of Microbial Induced Calcite Precipitates on strength of fine-grained soils.” Perspectives in Science, Vol. 8: pp. 198–202.
Stocks-Fisher, S., Galinat, J. K., and Bang, S. S. (1999). “Microbial Precipitation of CaCO3. Soil Biology and Biochemistry-Elsevier, Vol. 31, No. 11, pp. 1563–1571.
Tirkolaei, H. K., and Bilsel, H. (2015). “Statistical modeling of environmental factors on microbial ureolysis process for biocement production. Adv. Mater Sci Eng 2015:1–14. https://doi.org/10.1155/2015/340930.
Wilson, R., and Spengler, J. D. (1996). Particles in our Air: Concentrations and Health Effects. Harvard School of Public Health, Cambridge, M. A. pg. 259.
Wolley, W. A., and van Paassen, L. (2020). “Impact on Surface Hydraulic Conductivity of EICP Treatment for Fugitive Dust Mitigation.” Biogeotechnics. GeoCongress 2020, ASCE GSP 320, Minneapolis, Minnesota.

Information & Authors

Information

Published In

Go to Geo-Congress 2023
Geo-Congress 2023
Pages: 300 - 310

History

Published online: Mar 23, 2023

Permissions

Request permissions for this article.

Authors

Affiliations

Kolawole J. Osinubi, F.ASCE
1Dept. of Civil Engineering, Ahmadu Bello Univ., Zaria, Nigeria
Adrian O. Eberemu, M.ASCE [email protected]
2Dept. of Civil Engineering and Africa Center of Excellence on New Pedagogies in Engineering Education (ACENPEE), Ahmadu Bello Univ., Zaria, Kaduna State, Nigeria. Email: [email protected]
Thomas S. Ijimdiya, M.ASCE
3Dept. of Civil Engineering, Ahmadu Bello Univ., Zaria, Nigeria
Mutiu A. Oyelakin [email protected]
4Dept. of Civil Engineering, Federal Polytechnic, Offa, Nigeria. Email: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Paper
$35.00
Add to cart
Buy E-book
$138.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Paper
$35.00
Add to cart
Buy E-book
$138.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share