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Biologically self-healing concretes are generally composed of immobilized or encapsulated bacterial spores and nutrients. The efficiency of this self-healing approach depends on the effective protection and storage by the carriers. This report describes a novel sustained-release strategy for the improved self-healing function and microcapsule resistance to the cement environment. Halloysite clay nanotubes (HNTs) loaded with the common microbiological nutrient, yeast extract (YE) were encapsulated in calcium alginate microcapsules alongside Bacillus pseudofirmus spores. The encapsulation of the YE-loaded HNTs improved the resistance of the microcapsules to the cement environment, improved the microcapsule-cement interface, while successfully retaining the nutrients after direct contact with the cement pore solution. The self-healing system effectively healed artificial concrete cracks compared to control samples, reducing the crack water tightness by over 95%, and improved the flexural strength regain by approximately 75% after 56 days of wet-dry incubation. The sustained-release mechanism considerably improved the self-healing performance.

Microbially induced calcium carbonate (CaCO3) precipitation (MICP) has been investigated as a sustainable alternative to conventional concrete remediation methods for improving the mechanical properties and durability of concrete structures. To date, urea-dependent MICP is the most widely employed MICP pathway in biological self-healing concrete research as its use has resulted in efficient CaCO3 precipitation rates. NH3 is a byproduct of ureolysis, and can be hazardous to cementitious structures and the health of various species. Accordingly, non-ureolytic bacterial concrete self-healing systems have been developed as eco-friendly alternatives to urea-dependent self-healing systems. Non-ureolytic pathways can improve the physical properties of concrete samples and incorporate the use of waste materials; they have the potential to be cost-effective and sustainable. Moreover, they can be applied in terrestrial and marine environments. To date, research on non-ureolytic concrete self-healing systems has been scarce compared to that on ureolytic systems. This article discusses the advances and challenges in non-ureolytic bacterial concrete self-healing studies and highlights the directions for future research.