Immobilized bacteria with pH-response hydrogel for self-healing of concrete

Concrete is significant for construction. A problem in application is the appearance of cracks that will damage its strength. An autogenous crack-healing mechanism based on bacteria receives increasing attention in recent years. The bacteria are able to form calcium carbonate (CaCO3) precipitations...

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Veröffentlicht in:Journal of environmental management 2020-05, Vol.261, p.110225-110225, Article 110225
Hauptverfasser: Gao, Miaomiao, Guo, Jia, Cao, Hui, Wang, Huqun, Xiong, Xin, Krastev, Rumen, Nie, Kaili, Xu, Haijun, Liu, Luo
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Sprache:eng
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Zusammenfassung:Concrete is significant for construction. A problem in application is the appearance of cracks that will damage its strength. An autogenous crack-healing mechanism based on bacteria receives increasing attention in recent years. The bacteria are able to form calcium carbonate (CaCO3) precipitations in suitable conditions to protect and reinforce the concrete. However, a large number of spores are crushed in aged specimens, resulting in a loss of viability. A new kind of hydrogel crosslinked by alginate, chitosan and calcium ions was introduced in this study. It was observed that the addition of chitosan improved the swelling properties of calcium alginate. Opposite pH response to calcium alginate was observed when the chitosan content in the solution reached 1.0%. With an addition of 1.0% chitosan in hydrogel beads, 10.28% increase of compressive strength and 13.79% increase of flexural strength to the control were observed. The results reveal self-healing properties of concretes. A healing crack of 4 cm length and 1 mm width was observed when using cement PO325, with the addition of bacterial spores (2.54–3.07 × 105/cm3 concrete) encapsulated by hydrogel containing no chitosan. [Display omitted] •A new method to the bacterial encapsulation procedure used in concrete was proposed.•The opposite pH response to calcium alginate was observed when the addition of chitosan in the solution reached 1.0%.•10.28% increase of compressive strength and 3.79% increase of flexual strength of cement were observed in this work.•A healing crack of 4 cm length and 1 mm width was observed in this work.
ISSN:0301-4797
1095-8630
DOI:10.1016/j.jenvman.2020.110225