Chapter
Mar 17, 2022

Stabilization of Mine Tailings Using Microbiological Induced Carbonate Precipitation for Dust Mitigation: Treatment Optimization and Durability Assessment

Publication: Geo-Congress 2022

ABSTRACT

Wind erosion (dust) is a severe problem for mine tailings industry, as it poses environmental and safety concerns to public. In this study, microbiologically induced carbonate precipitation (MICP) based on urea hydrolysis was used to stabilize the surface of different tailings materials. An experimental study was performed on soil-filled pans that were prepared using loosely packed tailings material and treated using percolation of reactive solutions. Penetration testing and calcium carbonate content analysis were used to optimize the treatment strategy and assess the strength and durability of the cemented crusts. The MICP treated pans showed an increase in strength and durability with increasing concentration of the cementation solution and number of treatments.

Get full access to this article

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

REFERENCES

ASTM D2487-17. (2020). Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System).
ASTM D5084-16. (2016). Standard Test Methods for Measurement of Hydraulic Conductivity of Saturated Porous Materials Using a Flexible Wall Permeameter.
Bang, S., Min, S. H., and Bang, S. S. (2011) Application of Microbiologically Induced Soil Stabilization Technique for Dust Suppression. International Journal of Geo‐Engineering, Vol. 3, No. 2, pp. 27‐37.
Campbell, D. J., and O’Sullivan, M. F. (1990). The cone penetrometer in relation to trafficability, compaction, and tillage. Soil analysis: Physical methods, K. Smith and C. E. Mullins, eds., Marcel Dekker, New York, 399–429.
Chen, R., Lee, I., and Zhang, L. (2014). Biopolymer stabilization of mine tailings for dust control. Journal of Geotechnical and Geoenvironmental Engineering, 141(2). https://doi.org/10.1061/(ASCE)GT.1943-5606.0001240.
DeJong, J. T., Fritzges, M. B., and Nusslein, K. (2006). Microbial induced cementation to control sand response to undrained shear. ASCE J. Geotech. Geoenviron. Eng. 132, 1381–1392.
Gomez, M. G., Dworatzek, S. M., Martinez, B. C., deVlaming, L. A., DeJong, J. T., Hunt, C. E., and Major, D. W. (2015). Field-scale bio-cementation tests to improve sands. Proc ICE Ground Improv 168(3):206–216. doi: https://doi.org/10.1680/grim.13.00052.
Harkes, M. P., Booster, J. L., van Paassen, L. A., and van Loosdrecht, M. C. M. (2008). Microbial induced carbonate precipitation as ground improvement method - bacterial fixation and empirical correlation CaCO3 vs strength. 1st International Conference on Bio-Geo-Civil Engineering, Netherlands, June 23-25: 37–41.
Maleki, M., Ebrahimi, S., Asadzadeh, F., and Emami Tabrizi, M. (2016) Performance of microbial-induced carbonate precipitation on wind erosion control of sandy soil. Int J Environ Sci Technol 13:937–944. https://doi.org/10.1007/s13762-015-0921-z.
Mendez, M. O., and Maier, R. M. (2008). Phytostabilization of mine tailings in arid and semiarid environments—An emerging remediation technology. Environ. Health Perspect., 116(3), 278–283.
Meyer, F. D., Bang, S., Min, S., Stetler, L. D., and Bang, S. S. (2011). Microbiologically induced soil stabilization: application of Sporosarcinapasteurii for fugitive dust control. Geo-Frontiers 41165:4002–4011.
Montoya, B. M., DeJong, J. T., Boulanger, R. W., Wilson, D. W., Gerhard, R., Ganchenko, A., and Chou, J. C. (2012). Liquefaction Mitigation Using Microbial Induced Calcite Precipitation. https://doi.org/10.1061/9780784412121.197.
Naeimi, M., and Chu, J. (2017). Comparison of conventional and biotreated methods as dust suppressants. Environ Sci Pollut Res 24:23341–23350. https://doi.org/10.1007/s11356-017-9889-1.
Rice, M. A., Mullins, C. E., and McEwan, I. K. (1997). An analysis of soil crust strength in relation to potential abrasion by saltating particles. Earth Surf. Processes Landforms, 22(9), 869–883.
Rice, M. A., Willetts, B. B., and McEwan, I. K. (1996). Wind erosion of crusted soil sediments. Earth Surf. Processes Landforms, 21(3), 279–293.
Shanahan, C., and Montoya, B. M. (2016). Erosion Reduction of Coastal Sands Using Microbial Induced Calcite Precipitation. In Geo-Chicago 2016 (pp. 42–51).
Van Paassen, L. A., Ghose, R., van der Linden, T. J. M., Van der Star, W. R. L., and van Loosdrecht, M. C. M. (2010). Quantifying biomediated ground improvement by ureolysis: large-scale biogrout experiment. J Geotech Geoenviron Eng 136(12):1721–1728.
Van Paassen, L. A., Harkes, M. P., Van Zwieten, G. A., Van der Zon, W. H., Van der Star, W. R. L., and Van Loosdrecht, M. C. M. (2009). Scale up of BioGrout: a biological ground reinforcement method. 17th International Conference on Soil Mechanics & Geotechnical Engineering, 5-9 October, Alexandria, Egypt, In press.
Wang, Z., Zhang, N., Ding, J., et al. (2018). Experimental study on wind erosion resistance and strength of sands treated with microbial-induced calcium carbonate precipitation. Adv Mater Sci Eng. https://doi.org/10.1155/2018/3463298.
Whiffin, V. S., van Paassen, L. A., and Harkes, M. P. (2007). Microbial Carbonate Precipitation as a Soil Improvement Technique. Geomicrobiology Journal, 25 (5): 417–423.
Wijewickreme, D., Sanin, M. V., and Greenaway, G. R. (2005). Cyclic shear response of fine-grained mine tailings. Can. Geotech. J., 42(5), 1408–1421.
Woolley, M. A., Van Paassen, L., and Kavazanjian, E. (2020). Impact on Surface Hydraulic Conductivity of EICP Treatment for Fugitive Dust Mitigation. Geotechnical Special Publication. https://doi.org/10.1061/9780784482834.015.
WRAP (Western Regional Air Partnership). (2006). WRAP Fugitive Dust Handbook. Denver, CO, USA.

Information & Authors

Information

Published In

Go to Geo-Congress 2022
Geo-Congress 2022
Pages: 326 - 334

History

Published online: Mar 17, 2022

Permissions

Request permissions for this article.

Authors

Affiliations

Farideh Ehsasi [email protected]
1Center for Bio-Mediated and Bio-Inspired Geotechnics (CBBG), School of Sustainable Engineering and the Built Environment (SSEBE), Arizona State Univ., Tempe, AZ. Email: [email protected]
Leon van Paassen, Ph.D. [email protected]
2Center for Bio-Mediated and Bio-Inspired Geotechnics (CBBG), School of Sustainable Engineering and the Built Environment (SSEBE), Arizona State Univ., Tempe, AZ. Email: [email protected]
3School of Civil Engineering, Shijiazhuang Tiedao Univ., Shijiazhuang, China. 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
$132.00
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
$132.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share