Abstract
Soil properties, the chemical composition of cementation solution, injection technique, and environmental conditions have all been extensively studied as variables influencing microbially induced carbonate precipitation performance. However, de-spite the fact that different researchers have used different bacterial suspensions, the influence of bacterial suspension type, more specifically some organic matters in bacterial suspensions, which can play a key role in the morphology and mechanical properties of CaCO3, has often been overlooked. In this study, the harvested bacterial solutions were centrifuged to separate bacterial cells and supernatant. The precipitated cells were then diluted with three distinct solutions: supernatant (RB), fresh culture medium (FB), and 0.9% NaCl solution (NB), which were subsequently utilized to stabilize the sand. The results indicated that the bacterial suspension type could greatly impact the strength of biocemented sand, particularly coarse and medium sand. Differences in unconfined compressive strength can be related to differences in precipitated CaCO3 microstructures, morphologies, and compositions, which were examined using scanning electron microscopy, X-ray diffraction analysis, and Fourier transform infrared spectroscopy.
Original language | English |
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Pages (from-to) | 2014-2021 |
Number of pages | 8 |
Journal | Canadian Geotechnical Journal |
Volume | 59 |
Issue number | 11 |
DOIs | |
Publication status | Published - Nov 2022 |
Externally published | Yes |
Bibliographical note
Publisher Copyright:© 2022 The Author(s). Permission for reuse (free in most cases) can be obtained from copyright.com.
ASJC Scopus Subject Areas
- Civil and Structural Engineering
Keywords
- bacterial suspension type
- microbially induced calcite precipitation (MICP)
- microstructure
- unconfined compressive strength (UCS)