Effect on Concrete Surface Water Absorption upon Addition of Lactate Derived Agent
Source abstract
Abstract
Water tightness of a concrete cover layer is important, as it is typically used as a protective coating of the steel reinforcement. Water tightness can be impaired by crack formation or by permeability. A bacteria-based lactate-derived healing agent (HA) can be added to concrete to enhance the potential for restoration of water tightness. Bacterial conversion of the included carbon source results in CO2 production and subsequent CaCO3 precipitation, similar to the mechanism of concrete carbonation. Carbonation is known to densify concrete, particularly when using ordinary Portland cement (OPC), but to a much lower extend in slag-based concrete (CEM III/B). To identify the effect of HA addition on concrete properties, this study focusses on the ingress of moisture in non-cracked concrete surfaces by assessing capillary water absorption. Surface properties were determined for sealed and unsealed surfaces of concrete—either based on OPC or CEM III/B—before and after curing under three different conditions: Dry, wet, or humid. HA addition to concrete containing slag cement generated a surface less prone to continued drying, but resulted in higher water absorption. In contrast, surface water absorption significantly decreased upon HA addition to OPC-based samples, independent of the curing regime. It is therefore concluded that HA in its current form is suitable for application in OPC, but less in CEM III/B-based mixtures.
Source: crossref · Quality: baseline
Research context
OpenAlex topics: Microbial Applications in Construction Materials · Concrete and Cement Materials Research · Concrete Corrosion and Durability
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
Affiliations
Section of Materials and Environment, Faculty of Civil Engineering & Geosciences, Delft University of Technology, Microlab, Stevinweg 1, 2628 CN Delft, The Netherlands
References (27)
Show source-provided references
1. Reinforcing steel passivation in mortar and pore solution10.1016/j.cemconres.2007.04.005 ↗
2. Reinforcement corrosion in concrete structures, its monitoring and service life prediction—A review10.1016/S0958-9465(02)00086-0 ↗
3. Pease, B.J. (2010). Influence of Concrete Cracking on Ingress and Reinforcement Corrosion. [Ph.D. Thesis, Technical University of Denmark].
4. Factors influencing chloride transport in concrete structures exposed to marine environments10.1016/j.cemconcomp.2007.09.005 ↗
5. Walraven, J.C., and Stoelhorst, D. (2008). Influence of curing on the pore structure of concrete. Tailor Made Concrete Structures, Taylor & Francis.10.1201/9781439828410 ↗
6. Variations of water absorption rate and porosity with depth from an exposed concrete surface: Effects of exposure conditions and cement type10.1016/0008-8846(92)90038-W ↗
7. Effects of carbonation on mechanical properties and durability of concrete using accelerated testing method10.51400/2709-6998.2296 ↗
8. Accelerated carbonation of a blast-furnace cement concrete10.1016/0008-8846(93)90109-M ↗
9. Analysis of the relation between accelerated carbonation, porosity, compressive strength and capillary absorption in concrete, in the search of a new control method by durability
10. Assessment of the durability of concrete from its permeation properties: A review10.1016/S0950-0618(00)00058-1 ↗
11. De Rooij, M., Van Tittelboom, K., De Belie, N., and Schlangen, E. (2013). State-of-the-Art Report of RILEM Technical Committee 221-SHC: Self-Healing Phenomena in Cement-Based Materials, Springer. [1st ed.].10.1007/978-94-007-6624-2 ↗
12. Van der Zwaag, S. (2007). Self healing concrete: A biological approach. Self Healing Materials. An Alternative Approach to 20 Centuries of Materials Science, Springer.10.1007/978-1-4020-6250-6 ↗
13. Application of bacteria as self-healing agent for the development of sustainable concrete10.1016/j.ecoleng.2008.12.036 ↗
14. Field performance of bacteria-based repair system: Pilot study in a parking garage
15. Mors, R.M., and Jonkers, H.M. (2016). Feasibility of lactate derivative based agent as additive for concrete for regain of crack water tightness by bacterial metabolism. Ind. Crops Prod.10.1016/j.indcrop.2016.10.037 ↗
16. Lanser, P.A., and Burger, A.M. (2008). Kooldioxide als een Stimulans voor Levenscyclusdenken in de Cement—en Betonindustrie, Cement & Beton Centrum.
17. (2005). NEN-EN 196-1: 2005 Methods of Testing Cement–Part 1: Determination of Strength, Nederlands Normalisatie-instituut.
18. (2014). NEN-EN 206: 2014 Concrete–Specification, Performance, Production and Conformity, Nederlands Normalisatie-instituut.
19. (2014). NEN 8005 NL–Dutch Supplement to NEN-EN 206, Nederlands Normalisatie-instituut. (In Dutch).
20. (2009). NEN-EN 12390-3: 2009 Testing Hardened Concrete–Part 3: Compressive Strength of Test Specimens, Nederlands Normalisatie-instituut.
21. (2009). NEN-EN 12390-2: 2009 Testing Hardened Concrete–Part 2: Making and Curing Specimens for Strength Tests, Nederlands Normalisatie-instituut.
22. (2005). NEN-EN 1992-1-1: 2005 Eurocode 2: Design of Concrete Structures–Part 1–1: General Rules and Rules for Buildings, Nederlands Normalisatie-instituut.
23. (2002). NEN-EN 13057: 2002 Products and Systems for the Protection and Repair of Concrete Structures–Test Methods –Determination of Resistance of Capillary Absorption, Nederlands Normalisatie-instituut.
24. Effect of lactic acid on the hydration of Portland cement10.1016/0008-8846(86)90092-X ↗
25. Holthuizen, P.E. (2016). Chloride Ingress of Carbonated Blast Furnace Slag Cement Mortars. [Master’s Thesis, Delft University of Technology].10.1007/978-3-319-59471-2_10 ↗
26. Reduction of concrete sorptivity with age through carbonation10.1016/S0008-8846(00)00311-2 ↗
27. Study of the hydration of Portland cement blended with blast-furnace slag by calorimetry and thermogravimetry10.1007/s10973-010-0841-6 ↗