A review of crystalline, microbiological, microencapsulated, and natural-agent healing pathways, including reaction mechanisms and characterization evidence for crack sealing.
The article frames self‑healing concrete as a class of technologies designed to reduce permeability and mitigate durability loss by sealing cracks, thereby reducing maintenance burdens. Healing approaches are categorized into autogenous healing (continuing hydration and precipitation from existing cementitious constituents) and autonomous healing (externally introduced agents that activate upon a trigger such as water ingress or mechanical damage). The review further emphasizes that microcracks can be sealed more reliably than large cracks and that many strategies are optimized for early-stage crack development.
Crystalline admixtures are described as cementitious additives that react with water and cement hydrates to form insoluble crystalline products. These products can deposit within pores and crack voids, thereby restricting capillary transport and limiting leakage pathways. The review presents two related conceptual modes: (i) complexation/precipitation reactions in the presence of a moisture gradient and (ii) precipitation reactions involving reactions with calcium-bearing phases and silicate-bearing species, producing pore-blocking solids.
The review presents microbial self‑healing as incorporating alkaliphilic microorganisms that can precipitate calcium carbonate in situ. In the described pathway, bacteria (examples include Bacillus strains) produce enzymes that convert organic precursors into carbonate species; in the presence of Ca²⁺, these species precipitate CaCO₃ (calcite), which fills cracks and voids. The article highlights that the success of microbial healing depends on bacterial survival and activity in a high-alkalinity cementitious environment, nutrient supply, and crack transport conditions.
Microcapsule-based systems are described as embedding capsules containing healing agents within concrete. Under mechanical stress or cracking, capsules rupture and release their cores into the crack plane, where the released agents react (or polymerize) to seal the crack and recover partial mechanical function. A representative example described involves sodium silicate-containing capsules that release silicate upon cracking; the released silicate can form binding products and fill voids, often discussed in relation to C–S–H type gel formation.
Sodium alginate (described as derived from brown algae) is presented as a natural polymer capable of forming hydrogels through crosslinking with divalent cations, especially Ca²⁺. In a concrete environment, the release of Ca²⁺ (and the presence of calcium-bearing phases) can promote calcium-alginate formation, yielding a swollen hydrogel network that may occupy microcracks and reduce transport. The review frames the approach as relying on polymer swelling and ion-mediated crosslink formation to achieve crack filling.
Eggshell is described as naturally impermeable and rich in calcium carbonate. When processed into powder and incorporated into concrete, it is presented as contributing CaCO₃ and interacting with cement hydration pathways. The article highlights composition characteristics (dominant CaCO₃ with minor organic and phosphate fractions) and proposes that reaction products can fill pores and improve durability-related properties by reducing permeability and enhancing matrix stability.
Crystalline admixture healing is presented as driven by water-mediated transport of reactive species and precipitation of insoluble products. The review implies that effectiveness depends on the availability of calcium-bearing phases, water ingress as a trigger, and the capacity for crystalline products to form within crack geometries rather than only in bulk pore space.
Microbiological healing relies on microbial viability, nutrient availability, and a pathway to generate carbonate species in situ. The review notes that healing effectiveness is coupled to the cementitious chemical environment (alkalinity, availability of Ca²⁺) and transport (water access to activate bacterial metabolism).
Capsule-based strategies require that capsules survive mixing and placement yet rupture under crack-induced stress. The review presents rupture-triggered release as the enabling event and implicitly treats capsule wall design and distribution as governing parameters.
The sodium silicate capsule pathway is framed through the formation of binding gel products (C–S–H–type) that can partially fill cracks. The review includes reaction descriptions consistent with silicate reacting with calcium hydroxide and subsequent formation of calcium carbonate and silica-related products under CO₂ exposure.
Crack sealing to limit leakage and transport-driven degradation.
Permeability reduction to slow ingress of aggressive species.
Systems where autonomous crack sealing can reduce inspection/repair frequency.
Microcrack sealing as part of resilience design in exposure-intensive environments.
A bacterial system is reported to reach 52.0 MPa after 28 days, compared with 37.25 MPa for a conventional reference (context-specific).
EDS analysis reports an increase in calcium content from 12.03 to 40.41 (weight %) alongside evidence consistent with calcite formation (context-specific).
A bacterial additive dosage is reported as 18.18 kg/m³ with a liquid-culture introduction described at 20 mL/L (context-specific).