Improvement of the Sand Quality by Applying Microorganism-induced Calcium Carbonate Precipitation to Reduce Cement Usage
Author:
S. Kongtunjanphuk1, S. Pianfuengfoo2, P. Sukontasukkul2
Affiliation:
1. Department of Biotechnology, King Mongkut’s University of Technology North Bangkok, 1518 Pracharat 1 Rd. Wong Sawang, Bangsue, Bangkok 10800, THAILAND 2. Construction and Building Materials Research Center (CBMRC), King Mongkut’s University of Technology North Bangkok, 1518 Pracharat 1 Rd. Wong Sawang, Bangsue, Bangkok 10800, THAILAND
Abstract
This research determines the Microbially Induced Calcium Carbonate Precipitation (MICP) process utilized by the bacteria found in Thailand. Many researchers typically use the high-efficiency MICP bacteria to precipitate calcium carbonate. However, it is only available in some countries, leading to a high import expense. Therefore, the methodology for using the bacteria capable of producing calcium carbonate in Thailand was investigated. The five pure bacteria strains are obtained from the Thailand Institute of Scientific and Technological Research (TISTR), i.e., Proteus mirabilis TISTR 100, Bacillus thuringiensis TISTR 126, Staphylococcus aureus TISTR 118, Bacillus sp. TISTR 658 and Bacillus megaterium TISTR 067. To screen urease production, the bacteria were spread on Christensen's Urea Agar (UA) slant surface via a colorimetric method. All bacteria strains can produce urease enzymes by observing the color changes in the UA. Berthelot's method was used to determine the urease activity. The result shows the bacteria's urease activity: 2389, 1989, 1589, 789, and 589 U/ml, respectively. These directly lead to calcium carbonate production: 3.430, 3.080, 2.590, 1.985, and 1.615 mg/ml, respectively. Despite the bacteria in this research having a low precipitation efficiency compared to the strain used in many research studies, they can improve sand stabilization in 7 days. Proteus mirabilis TISTR 100 was the most stable and effective strain for the MICP process in Thailand. Hence, this research reveals the ability of the local bacteria to bond with the sand particle. Briefly, the improvement of the MICP process in sand stabilization can be improved to reduce imported expenses. In addition, the MICP process can reduce the use of cement in sand stabilization work.
Publisher
World Scientific and Engineering Academy and Society (WSEAS)
Reference30 articles.
1. Ghalandarzadeh, S., Maghoul, P., Ghalandarzadeh, A., & Courcelles, B. (2024). Effect of nanoparticle-enhanced biocementation in kaolinite clay by microbially induced calcium carbonate precipitation. Construction and Building Materials, 414, 1-16, https://doi.org/10.1016/j.conbuildmat.2024.1 34939. 2. Gowthaman, S., Koizumi, H., Nakashima, K., & Kawasaki, S. (2023). Field experimentation of bio-cementation using low-cost cementation media for preservation of slope surface. Case Studies in Construction Materials, 18, 1-17, https://doi.org/10.1016/j.cscm.2023.e02086. 3. Umar, M., Kassim, K. A., & Ping Chiet, K. T. (2016). Biological process of soil improvement in civil engineering: A review. Journal of Rock Mechanics and Geotechnical Engineering, 8(5), 767-774, https://doi.org/10.1016/j.jrmge.2016.02.004. 4. Lai, H.-J., Cui, M.-J., & Chu, J. (2023). Effect of pH on soil improvement using onephase-low-pH MICP or EICP biocementation method. Acta Geotechnica, 18(6), 3259- 3272, https://doi.org/10.1007/s11440-022- 01759-3. 5. Chen, Y., Zhao, L., Zi, J., Han, J., & Zhang, C. (2024). Investigation on the Shear Behavior and Mechanism of MICP-Treated Loess Soil. Geofluids, 2024, 1-10, https://doi.org/10.1155/2024/8001743.
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