Technical Papers
Apr 9, 2021

Effects of Bacterial Density on Growth Rate and Characteristics of Microbial-Induced CaCO3 Precipitates: Particle-Scale Experimental Study

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 147, Issue 6

Abstract

Microbial-induced carbonate precipitation (MICP) has been explored for more than a decade as a promising soil improvement technique. However, it is still challenging to predict and control the growth rate and characteristics of CaCO3 precipitates, which directly affect the engineering performance of MICP-treated soils. In this study, we employ a microfluidics-based pore-scale model to observe the effect of bacterial density on the growth rate and characteristics of CaCO3 precipitates during MICP processes occurring at the sand particle scale. Results show that the precipitation rate of CaCO3 increases with bacterial density in the range between 0.6×108 and 5.2×108  cells/mL. Bacterial density also affects both the size and number of CaCO3 crystals. A low bacterial density of 0.6×108  cells/mL produced 1.1×106 crystals/mL with an average crystal volume of 8,000 μm3, whereas a high bacterial density of 5.2×108  cells/mL resulted in more crystals (2.0×107crystals/mL), but with a smaller average crystal volume of 450  μm3. The produced CaCO3 crystals were stable when the bacterial density was 0.6×108  cells/mL. When the bacterial density was 4–10 times higher, the crystals were first unstable and then transformed into more stable CaCO3 crystals. This suggests that bacterial density should be an important consideration in the design of MICP protocols.

Get full access to this article

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

Data Availability Statement

All data, models, and code generated or used during the study appear in the published article.

Acknowledgments

Y.W. would like to acknowledge Cambridge Commonwealth, European and International Trust, and China Scholarship Council, which collectively funded this project. J.T.D. acknowledges the support of the Engineering Research Center Program of the National Science Foundation under NSF Cooperative Agreement No. EEC-1449501. Any opinions, findings, and conclusions or recommendations expressed in this manuscript are those of the authors and do not necessarily reflect the views of the National Science Foundation. The authors would like to thank Dr. David Frost of the Georgia Institute of Technology for providing the soil cross-sectional image used to design the microfluidic chip. The authors would also like to thank Dr. Fedir Kiskin for proofreading this manuscript.

References

Al Qabany, A., and K. Soga. 2013. “Effect of chemical treatment used in MICP on engineering properties of cemented soils.” Géotechnique 63 (4): 331–339. https://doi.org/10.1680/geot.SIP13.P.022.
Al Qabany, A., K. Soga, and C. Santamarina. 2012. “Factors affecting efficiency of microbially induced calcite precipitation.” J. Geotech. Geoenviron. Eng. 138 (8): 992–1001. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000666.
Brečević, L., and A. E. Nielsen. 1989. “Solubility of amorphous calcium carbonate.” J. Cryst. Growth 98 (3): 504–510.
Chen, G., Y. Hong, and S. L. Walker. 2010. “Colloidal and bacterial deposition: Role of gravity.” Langmuir 26 (1): 314–319. https://doi.org/10.1021/la903089x.
Cheng, L., M. A. Shahin, and D. Mujah. 2017. “Influence of key environmental conditions on microbially induced cementation for soil stabilization.” J. Geotech. Geoenviron. Eng. 143 (1): 04016083. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001586.
Chu, D. H., M. Vinoba, M. Bhagiyalakshmi, H. Baek II, S. C. Nam, Y. Yoon, S. H. Kim, and S. K. Jeong. 2013. “CO2 mineralization into different polymorphs of CaCO3 using an aqueous-CO2 system.” RSC Adv. 3 (44): 21722–21729. https://doi.org/10.1039/c3ra44007a.
DeJong, J. T., M. B. Fritzges, and K. Nüsslein. 2006. “Microbially induced cementation to control sand response to undrained shear.” J. Geotech. Geoenviron. Eng. 132 (11): 1381–1392. https://doi.org/10.1061/(ASCE)1090-0241(2006)132:11(1381).
DeJong, J. T., B. M. Mortensen, B. C. Martinez, and D. C. Nelson. 2010. “Bio-mediated soil improvement.” Ecol. Eng. 36 (2): 197–210. https://doi.org/10.1016/j.ecoleng.2008.12.029.
DeJong, J. T., K. Soga, and E. Kavazanjian. 2013. “Biogeochemical processes and geotechnical applications: Progress, opportunities and challenges.” Géotechnique 63 (4): 287–301. https://doi.org/10.1680/geot.SIP13.P.017.
Dunne, W. M. 2002. “Bacterial adhesion: Seen any good biofilms lately?” Clin. Microbiol. Rev. 15 (2): 155–166. https://doi.org/10.1128/CMR.15.2.155-166.2002.
Jiang, N.-J., K. Soga, and M. Kuo. 2017. “Microbially induced carbonate precipitation for seepage-induced internal erosion control in sand–clay mixtures.” J. Geotech. Geoenviron. Eng. 143 (3): 04016100. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001559.
Kim, D. H., N. Mahabadi, J. Jang, and L. A. van Paassen. 2020. “Assessing the kinetics and pore-scale characteristics of biological calcium carbonate precipitation in porous medium using a microfluidic chip experiment.” Water Resour. Res. 56 (2): e2019WR025420. https://doi.org/10.1029/2019WR025420.
Lauchnor, E. G., D. M. Topp, A. E. Parker, and R. Gerlach. 2015. “Whole cell kinetics of ureolysis by Sporosarcina pasteurii.” J. Appl. Microbiol. 118 (6): 1321–1332. https://doi.org/10.1111/jam.12804.
Liu, J., R. M. Ford, and J. A. Smith. 2011. “Idling time of motile bacteria contributes to retardation and dispersion in sand porous medium.” Environ. Sci. Technol. 45 (9): 3945–3951. https://doi.org/10.1021/es104041t.
Martinez, B. C., J. T. DeJong, T. R. Ginn, B. M. Montoya, T. H. Barkouki, C. Hunt, and D. Major. 2013. “Experimental optimization of microbial-induced carbonate precipitation for soil improvement.” J. Geotech. Geoenviron. Eng. 139 (4): 587–598. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000787.
Montoya, B., J. DeJong, and R. Boulanger. 2013. “Dynamic response of liquefiable sand improved by microbial-induced calcite precipitation.” Géotechnique 63 (4): 302–312. https://doi.org/10.1680/geot.SIP13.P.019.
Persat, A., C. D. Nadell, M. K. Kim, F. Ingremeau, A. Siryaporn, K. Drescher, and H. A. Stone. 2015. “The mechanical world of bacteria.” Cell 161 (5): 988–997. https://doi.org/10.1016/j.cell.2015.05.005.
Plummer, L. N., and G. E. Busenberg. 1982. “The solubilities of calcite, aragonite and vaterite in CO2-H2O solutions between 0 and 90°C and an evaluation of the aqueous model for the system CaCO3-CO2-H2O.” Geochim. Cosmochim. Acta 46 (6): 1011–1040. https://doi.org/10.1016/0016-7037(82)90056-4.
Rodriguez-Blanco, J. D., S. Shaw, and L. G. Benning. 2011. “The kinetics and mechanisms of amorphous calcium carbonate (ACC) crystallization to calcite, via vaterite.” Nanoscale 3 (1): 265–271. https://doi.org/10.1039/C0NR00589D.
Stocks-Fischer, S., J. K. Galinat, and S. S. Bang. 1999. “Microbiological precipitation of CaCO3.” Soil Biol. Biochem. 31 (11): 1563–1571. https://doi.org/10.1016/S0038-0717(99)00082-6.
Stumm, W., and J. J. Morgan. 1996. Aquatic chemistry. 3rd ed. New York: Wiley.
Van Paassen, L. 2009. “Biogrout: Ground improvement by microbially induced carbonate precipitation.” Ph.D. thesis, Dept. of Biotechnology, Delft Univ. of Technology.
Wang, Y. 2019. “Microbial-induced carbonate precipitation (MICP) from micro to macro scales.” Ph.D. thesis, Dept. of Engineering, Univ. of Cambridge.
Wang, Y., C. Konstantinou, K. Soga, J. T. DeJong, G. Biscontin, and A. J. Kabla. 2020. “Enhancing strength of MICP-treated sandy soils: From micro to macro scale.” Preprint, submitted June 29, 2020. http://arxiv.org/abs/2006.15760.
Wang, Y., K. Soga, J. DeJong, and A. Kabla. 2019a. “A microfluidic chip and its use in characterizing the particle-scale behaviour of Microbial-Induced Carbonate Precipitation (MICP).” Géotechnique 69 (12): 1086–1094. https://doi.org/10.1680/jgeot.18.P.031.
Wang, Y., K. Soga, J. DeJong, and A. Kabla. 2019b. “Microscale visualization of microbial-induced carbonate precipitation (MICP) processes.” J. Geotech. Geoenviron. Eng. 145 (9). https://doi.org/10.1061/(ASCE)GT.1943-5606.0002079.
Wang, Y., K. Soga, and N.-J. Jiang. 2017. “Microbial induced carbonate precipitation (MICP): The case for microscale perspective.” In Proc., 19th Int. Conf. on Soil Mechanics and Geotechnical Engineering, 1099–1102. Cambridge, UK: University of Cambridge.
Whiffin, V. S., L. A. van Paassen, and M. P. Harkes. 2007. “Microbial carbonate precipitation as a soil improvement technique.” Geomicrobiol. J. 24 (5): 417–423. https://doi.org/10.1080/01490450701436505.
Zapata, A., and S. Ramirez-Arcos. 2015. “A comparative study of McFarland turbidity standards and the densimat photometer to determine bacterial cell density.” Curr. Microbiol. 70 (6): 907–909. https://doi.org/10.1007/s00284-015-0801-2.
Zhang, W., Y. Ju, Y. Zong, H. Qi, and K. Zhao. 2018. “In situ real-time study on dynamics of microbially induced calcium carbonate precipitation at a single-cell level.” Environ. Sci. Technol. 52 (16): 9266–9276. https://doi.org/10.1021/acs.est.8b02660.
Zhao, Q., L. Li, C. Li, M. Li, F. Amini, and H. Zhang. 2014. “Factors affecting improvement of engineering properties of MICP-treated soil catalyzed by bacteria and urease.” J. Mater. Civ. Eng. 26 (12): 04014094. https://doi.org/10.1061/(ASCE)MT.1943-5533.0001013.
Zhou, G. T., C. Y. Jimmy, X. C. Wang, and L. Z. Zhang. 2004. “Sonochemical synthesis of aragonite-type calcium carbonate with different morphologies.” New J. Chem. 28 (8): 1027–1031. https://doi.org/10.1039/b315198k.

Information & Authors

Information

Published In

Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 147Issue 6June 2021

History

Received: Jul 1, 2020
Accepted: Jan 8, 2021
Published online: Apr 9, 2021
Published in print: Jun 1, 2021
Discussion open until: Sep 9, 2021

Permissions

Request permissions for this article.

Authors

Affiliations

Assistant Professor, Dept. of Ocean Science and Engineering, Southern Univ. of Science and Technology, Shenzhen 518055, People’s Republic of China; Southern Marine Science and Engineering Guangdong Laboratory (Guangzhou), Shenzhen 518055, People’s Republic of China (corresponding author). ORCID: https://orcid.org/0000-0003-3085-5299. Email: [email protected]
Kenichi Soga, Ph.D., F.ASCE [email protected]
Chancellor’s Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Berkeley, Berkeley, CA 94720. Email: [email protected]
Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Davis, Davis, CA 95616. ORCID: https://orcid.org/0000-0002-9809-955X. Email: [email protected]
Alexandre J. Kabla, Ph.D. [email protected]
Reader, Dept. of Engineering, Univ. of Cambridge, Cambridge CB21PZ, UK. 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.

Cited by

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 Article
$35.00
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 Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share