ABSTRACT

A series of thermal experiments was conducted to investigate the effect of ureolysis-driven calcite precipitation technique using the ureolytic bacterium Sporosarcina pasteurii on thermal properties of bio-cemented sand. The sand used in this study was Ottawa F-65 sand and thermal properties of the sand were measured using a TR-3 sensor connected to a portable, battery-operated thermal properties analyzer. The effects of different injection methods of the injected fluids on the efficiency of calcium carbonate precipitation and the uniformity of bio-cementation through the soil specimen were investigated. The amount of urea hydrolyzed, and the amount of calcium precipitated were determined using the modified colorimetric Jung assay and calcium assay, respectively. Calcium concentration along the bio-cemented soil column was determined using acid washing method followed by use of a colorimetric calcium assay. Thermal conductivity measurements were used to evaluate the changes as mineral develops in time.

Get full access to this article

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

References

Al Qabany, A., Soga, K., and Santamarina, C. (2012). Factors affecting efficiency of microbially induced calcite precipitation. Journal of Geotechnical and Geoenvironmental Engineering, 138(8), 992–1001.
DeJong, J. T., Mortensen, B. M., Martinez, B. C., and Nelson, D. C. (2010). Bio-mediated soil improvement. Ecological Engineering, 36(2), 197–210.
Frieling, Z. J. (2019). Urease immobilization for advancing enzyme-induced calcium carbonate precipitation applications (Master’s Thesis, Montana State University-Bozeman, College of Engineering).
Harkes, M. P., Van Paassen, L. A., Booster, J. L., Whiffin, V. S., and van Loosdrecht, M. C. (2010). Fixation and distribution of bacterial activity in sand to induce carbonate precipitation for ground reinforcement. Ecological Engineering, 36(2), 112–117.
Jung, D., Biggs, H., Erikson, J., and Ledyard, P. U. (1975). New colorimetric reaction for end-point, continuous-flow, and kinetic measurement of urea. Clinical Chemistry, 21(8), 1136–1140.
Ladd, R. S. (1978). Preparing test specimens using undercompaction. Geotechnical testing journal, 1(1), 16–23.
Martinez, B. C., DeJong, J. T., Ginn, T. R., Montoya, B. M., Barkouki, T. H., Hunt, C., Tanyu, B., and Major, D. (2013). Experimental optimization of microbial-induced carbonate precipitation for soil improvement. Journal of Geotechnical and Geoenvironmental Engineering, 139(4), 587–598.
Martinez, A., Huang, L., and Gomez, M. G. (2020). Enhancement of the thermal conductivity of sands via microbially-induced calcite precipitation. In E3S Web of Conferences (Vol. 205, p. 09011). EDP Sciences.
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. In GeoCongress 2012: State of the Art and Practice in Geotechnical Engineering (pp. 1918–1927).
Phillips, A. J. (2013). Biofilm-induced calcium carbonate precipitation: Application in the subsurface (Doctoral dissertation, Montana State University-Bozeman, College of Engineering).
van Paassen, L. A., Ghose, R., van der Linden, T. J., van der Star, W. R., and van Loosdrecht, M. C. (2010). Quantifying biomediated ground improvement by ureolysis: large-scale biogrout experiment. Journal of geotechnical and geoenvironmental engineering, 136(12), 1721–1728.
Venuleo, S., Laloui, L., Terzis, D., Hueckel, T., and Hassan, M. (2016). Microbially induced calcite precipitation effect on soil thermal conductivity. Géotechnique Letters, 6(1), 39–44.
Whiffin, V. S. (2004). Microbial CaCO3 precipitation for the production of biocement (Doctoral dissertation, Murdoch University).
Whiffin, V. S., Van Paassen, L. A., and Harkes, M. P. (2007). Microbial carbonate precipitation as a soil improvement technique. Geomicrobiology Journal, 24(5), 417–423.
Yun, T. S., and Santamarina, J. C. (2008). Fundamental study of thermal conduction in dry soils. Granular Matter, 10(3), 197–207.

Information & Authors

Information

Published In

Go to Geo-Congress 2022
Geo-Congress 2022
Pages: 356 - 364

History

Published online: Mar 17, 2022

Permissions

Request permissions for this article.

Authors

Affiliations

Pinar Gunyol, S.M.ASCE [email protected]
1Master’s Student, Dept. of Civil Engineering, Montana State Univ., Bozeman, MT. Email: [email protected]
Mohammad Khosravi, Ph.D., M.ASCE [email protected]
2Assistant Professor, Dept. of Civil Engineering, Montana State Univ., Bozeman, MT. Email: [email protected]
Adrienne Phillips, Ph.D. [email protected]
3Associate Professor, Dept. of Civil Engineering, Montana State Univ., Bozeman, MT. Email: [email protected]
Kathryn Plymesser, Ph.D. [email protected]
P.E.
4Assistant Professor, Dept. of Civil Engineering, Montana State Univ., Bozeman, MT. 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