Abstract

Microbial-induced calcium carbonate (CaCO3) precipitation (MICP) has been explored for its potential engineering applications such as soil stabilization, but current understanding of the fundamental MICP processes at the microscale is limited. In this study, real-time in situ microscale experiments were conducted using glass slides and microfluidic chips (synthetic porous media that simulate soil matrices to model the conditions similar to actual MICP treatments) to visualize the CaCO3 precipitation process. The results of this study show that irregularly shaped CaCO3 precipitates initially emerged on bacterial aggregates and subsequently dissolved with time as regularly shaped CaCO3 crystals started growing; less stable and smaller CaCO3 crystals may dissolve at the expense of growth of more stable and larger CaCO3 crystals. The time-dependent phase transformation of CaCO3 precipitates makes the size of the crystals formed during MICP highly dependent on the time interval between cementation solution injections during a staged-injection procedure. When the injection interval was 3–5 h, a larger number of crystals (200–1,000 per 106  μm3) with smaller sizes (5–10 μm) was produced. When the injection interval was longer (23–25 h), the crystals were larger (10–80 μm) and fewer in number (5–20 per 106  μm3). The direct observation of MICP processes in this study improves the understanding of MICP fundamentals and the effect of MICP processes on the properties of CaCO3 crystals formed after MICP treatment. These observations will therefore be useful for designing future MICP treatment protocols that improve the properties and sustainability of MICP-treated samples.

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Acknowledgments

The first author would like to acknowledge Cambridge Commonwealth, European and International Trust, and the China Scholarship Council for financially supporting this research project.

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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 145Issue 9September 2019

History

Received: Jul 27, 2018
Accepted: Feb 4, 2019
Published online: Jun 28, 2019
Published in print: Sep 1, 2019
Discussion open until: Nov 28, 2019

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Postdoctoral Researcher, Dept. of Engineering, Durham Univ., Durham DH1 3LE, UK; formerly, Ph.D. Research Student, Dept. of Engineering, Univ. of Cambridge, Cambridge, UK (corresponding author). ORCID: https://orcid.org/0000-0003-3085-5299. Email: [email protected]; [email protected]
Kenichi Soga, Ph.D., M.ASCE [email protected]
Chancellor’s Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Berkeley, CA 94720. Email: [email protected]
Jason T. DeJong, Ph.D., M.ASCE [email protected]
Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Davis, CA 95616. Email: [email protected]
Reader, Dept. of Engineering, Univ. of Cambridge, Cambridge CB2 1PZ, UK. ORCID: https://orcid.org/0000-0002-0280-3531. Email: [email protected]

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