Abstract
Microbially induced calcite precipitation (MICP)-based biocementation methods for soil improvement have drawn a substantial amount of attention in recent years. However, this method still suffers from several shortcomings. One of them is the need for multiple treatments. This paper presents a new method to enable a shear strength gain of more than 1 MPa to be achieved from a single MICP treatment. The key challenge is to use a cementation solution having a high calcium ion concentration. It is known that an excessively high calcium ion concentration will cause a retarding effect to impede the MICP process. In this study, a buffer solution and milk were used to enable a high calcium conversion efficiency of 95.5% for an all-in treatment solution with 2 M calcium ion concentration. By controlling the pH of the solution and using full cream milk, we could obtain an unconfined compressive strength of 1049 kPa from a single MICP treatment in 1 day. It was also discovered that the type of milk used could affect the strength of the soil treated and the use of full cream milk resulted in a higher strength than that of skim milk.
Original language | English |
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Journal | Acta Geotechnica |
DOIs | |
Publication status | Accepted/In press - 2025 |
Externally published | Yes |
Bibliographical note
Publisher Copyright:© The Author(s), under exclusive licence to Springer-Verlag GmbH Germany, part of Springer Nature 2025.
ASJC Scopus Subject Areas
- Geotechnical Engineering and Engineering Geology
- Earth and Planetary Sciences (miscellaneous)
Keywords
- Bio cementation
- Compressive strength
- Ground improvement
- Single treatment