Investigation of crack healing in concrete pavement using combined bacteria spray and filling solution method
Source abstract
Abstract
Environmental and traffic conditions can significantly damage concrete pavement surfaces. Among the most common failures are plastic shrinkage cracks, which often appear within the first few hours after pouring. Loading and durability cracks are also frequently observed in concrete surfaces. In general, three approaches can be considered for addressing such cracks: (1) do nothing, (2) crack sealing, and (3) self-healing. In this study, Sporosarcina pasteurii bacteria in the form of spores were sprayed onto hardened concrete surfaces along with a filling solution (CaCl₂) in four weekly series. This approach was applied in two cases: (1) creating artificial cracks in the width range of 0.5 to 3 mm, and (2) on JPCP concrete parking lot surfaces. This innovative method promotes crack healing on the concrete surface. Microscopic and chemical analyses, along with the Crack Width Healing (CWH) and Crack Volume Healing (CVH) indices, were conducted to evaluate the degree of calcification and the effectiveness of crack healing. Laboratory samples with cracks up to 1.5 mm in width showed 100% healing after four weeks. For cracks with widths of 2 mm (12.6% and 32.1%), 2.5 mm (11.7% and 31.1%), and 3 mm (10.1% and 30.7%) based on the CWH and CVH indices, the effects of healing and calcite crystal formation were observed visually and confirmed through complementary SEM/MAP and EDS analyses. The crack healing performance of the parking slab matched that of the experimental specimens, showing a minimal difference of only 4% and 2% in the normalized CWH and CVH indices, respectively. It was determined that the CWH index is suitable for evaluating the self-healing performance of surface (shrinkage) cracks, while the CVH index should be used for deeper cracks caused by loading. • Using bacteria spray technology combined with filling solution. • Using Crack Width and Volume Healing indices (CWH and CVH) to evaluate the self-healing performance of surface and deep cracks of concrete pavement. • Investigating the self-healing performance of bacterial spray in experimental and parking lot slab.
Source: openalex_inverted_index · Quality: baseline
Research context
OpenAlex topics: Microbial Applications in Construction Materials · Innovative concrete reinforcement materials · Grouting, Rheology, and Soil Mechanics
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (35)
Show source-provided references
1. Illinois center for transportation research report
2. Evaluation of airfield concrete block pavements based on 3-D modelling and plate loading test10.1016/j.conbuildmat.2021.122441 ↗
3. Visualization analysis of concrete crack detection in civil engineering infrastructure based on knowledge graph
4. Development and testing of glow-in-the-dark concrete based raised pavement marker for improved traffic safety10.3846/jcem.2021.14902 ↗
5. Development and real-world testing of micro phase-change photoluminescent material based traffic signs for improved nighttime visibility and safety
6. Capillary pressure in fresh cement-based materials and identification of the air entry value10.1016/j.cemconcomp.2008.03.002 ↗
7. State-of-the-art review on plastic cracking of concrete10.1016/j.conbuildmat.2019.07.197 ↗
8. Autogenous shrinkage of high performance concrete: a review10.1016/j.conbuildmat.2017.05.064 ↗
9. Assessment of the effect of air-entraining agent content in reducing the severity of plastic shrinkage cracking in air-entrained concrete pavements
10. J. Grove, J. Cable, P. Taylor, 2009, Concrete pavement patching—simpler can be better.
11. Evaluation of microencapsulation techniques for MICP bacterial spores applied in self-healing concrete10.1038/s41598-019-49002-6 ↗
12. A review of durability improvement in concrete due to bacterial inclusions10.3389/fbuil.2023.1095949 ↗
13. Alternative materials for wearing course of concrete pavements: a critical review10.1016/j.conbuildmat.2019.117609 ↗
14. Self-healing in cementitious materials—A review10.3390/ma6062182 ↗
15. Investigation of self-healing of cracks in polymers: I. Effect of temperature and crosslinks on self-healing of cracks in polyvinyl acetate10.1007/BF00859196 ↗
16. Self-repairing of shrinkage crack in mortar containing microencapsulated bacterial spores10.1016/j.jmrt.2023.02.010 ↗
17. Field performance of bacteria-based repair system: pilot study in a parking garage
18. Effect of types of curing environments on the self-healing capacity of mortars incorporating crystalline admixture
19. Pseudocholinesterase as a predictor of mortality and morbidity in organophosphorus poisoning
20. Taylor · 2007
21. Use of genetically modified bacteria to repair cracks in concrete10.3390/ma12233912 ↗
22. Investigation of the crack healing performance in mortar using microbially induced calcium carbonate precipitation (MICP) method10.1016/j.conbuildmat.2019.04.035 ↗
23. Comparison of bacteria-based self-healing methods in metakaolin geopolymer mortars
24. Synergistic effects of sporosarcina ureae and silica fume on Self-Healing and plastic shrinkage cracks in Bio-Green concrete pavement10.1016/j.rineng.2025.105526 ↗
25. Bio-FM-Spray restoration of concrete pavement: experimental investigation
26. Standard, A., ASTM C33/C33M–18 standard specification for concrete aggregates. West Conshohocken, PA, 2018.
27. ASTM · 2011
28. Airfield self-consolidating concrete pavements (ASCCP): mechanical and durability properties10.1016/j.conbuildmat.2014.08.047 ↗
29. Guidelines for the Design, Ia.M.o.C.R.P., Regulation 731. Ministry of Roads and Urban Development of Iran Technical and Executive System Affairs, 2018.
30. ASTM · 2018 · 192
31. Astm · 2010
32. AC 150/5320–6 G · 2021 · 2021
33. Sustainable bacteria-based self-healing steel fiber reinforced concrete
34. Self-healing bio-concrete using bacillus subtilis encapsulated in iron oxide nanoparticles10.3390/ma15217731 ↗
35. ASTM C 666/C 666M– 03, 2008, ASTM C 666/C 666M– 03 Standard Test Method for Resistance of Concrete to Rapid Freezing and Thawing.