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Naji, M. |
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Motta, Antonella |
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Aletan, Dirar |
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Mohamed, Tarek |
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Ertürk, Emre |
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Taccardi, Nicola |
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Kononenko, Denys |
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Petrov, R. H. | Madrid |
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Alshaaer, Mazen | Brussels |
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Bih, L. |
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Casati, R. |
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Muller, Hermance |
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Kočí, Jan | Prague |
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Šuljagić, Marija |
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Kalteremidou, Kalliopi-Artemi | Brussels |
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Azam, Siraj |
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Ospanova, Alyiya |
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Blanpain, Bart |
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Ali, M. A. |
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Popa, V. |
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Rančić, M. |
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Ollier, Nadège |
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Azevedo, Nuno Monteiro |
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Landes, Michael |
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Rignanese, Gian-Marco |
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Gebhard, Susanne
in Cooperation with on an Cooperation-Score of 37%
Topics
Publications (9/9 displayed)
- 2023Assessing the potential application of bacteria-based self-healing cementitious materials for enhancing durability of wastewater treatment infrastructurecitations
- 2022The Effect of Bacteria on Early Age Strength of CEM I and CEM II Cementitious Compositescitations
- 2022Air-entraining admixtures as a protection method for bacterial spores in self-healing cementitious composites:Healing evaluation of early and later-age crackscitations
- 2022Air-entraining admixtures as a protection method for bacterial spores in self-healing cementitious compositescitations
- 2021Incorporation of bacteria in concrete: the case against MICP as a means for strength improvementcitations
- 2021Using bacteria for early-age strength improvement of concrete
- 2021Calcite precipitation by environmental bacteria as a method to improve durability of cementitious materials
- 2019In-depth profiling of calcite precipitation by environmental bacteria reveals fundamental mechanistic differences with relevance to self-healing applications
- 2019In-depth profiling of calcite precipitation by environmental bacteria reveals fundamental mechanistic differences with relevance to applicationcitations
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document
In-depth profiling of calcite precipitation by environmental bacteria reveals fundamental mechanistic differences with relevance to application
Abstract
Microbially-induced calcite precipitation (MICP) is ubiquitous in nature and has become an area of interest for environmental, geotechnical, and civil engineering applications. These include bioremediation, soil engineering, and self-healing of cementitious materials. To date, ureolytic bacteria have been favoured due to their ability to rapidly increase the pH of the environment through the hydrolysis of urea and thereby induce precipitation of calcite. However, the requirement for urea can contribute to nitrogen-loading in the environment and prove to be incompatible in certain applications, such as in self-healing concrete where it delays setting. Non-ureolytic bacteria are thought to be less efficient at MICP as they lack the ability to hydrolyze urea and thus to induce rapid increases in pH. Profiling of environmental bacteria has revealed the fundamentally different mechanisms that ureolytic and non-ureolytic bacteria utilize to precipitate calcite. These affect the timing of MICP and morphology of the crystals, but not necessarily the overall quantity of calcite precipitated. Furthermore, we show that MICP facilitated by non-ureolytic bacteria results in precipitates that contain significant organic components. These precipitates appear to have increased volume and cohesiveness, which may prove advantageous in application. Our findings offer important new insights into the use of MICP for geotechnical and environmental engineering and will enable us to create a toolbox of microbial precipitators tailored for specific applications.<br/><br/>