PMID- 31462752 OWN - NLM STAT- MEDLINE DCOM- 20201019 LR - 20210110 IS - 2045-2322 (Electronic) IS - 2045-2322 (Linking) VI - 9 IP - 1 DP - 2019 Aug 28 TI - Evaluation of Microencapsulation Techniques for MICP Bacterial Spores Applied in Self-Healing Concrete. PG - 12484 LID - 10.1038/s41598-019-49002-6 [doi] LID - 12484 AB - Concrete cracks must be repaired promptly in order to prevent structural damage and to prolong the structural life of the building (or other such construction). Biological self-healing concrete is a recent alternative technology involving the biochemical reaction of microbial induced calcium carbonate precipitation (MICP). This study determined the most appropriate technique to encapsulate spores of Bacillus sphaericus LMG 22257 with sodium alginate so as to protect the bacterial spores during the concrete mixing and hardening period. Three techniques (extrusion, spray drying and freeze drying) to encapsulate the bacterial spores with sodium alginate were evaluated. The freeze-drying process provided the highest bacterial spore survival rate (100%), while the extruded and spray-dried processes had a lower spore survival rate of 93.8% and 79.9%, respectively. To investigate the viability of microencapsulated spores after being mixed with mortar, the decomposed urea analysis was conducted. The results revealed that the freeze-dried spores also showed the highest level of urea decomposition (metabolic activity assay used as a surrogate marker of spore germination and vegetative cell viability). Thus, the self-healing performance of concrete mixed with freeze-dried spores was evaluated. The results showed that the crack healing ratio observed from the mortar specimens with freeze-dried microencapsulated spores were significantly higher than those without bacteria. This study revealed that freeze drying has a high potential as a microencapsulation technique for application to self-healing concrete technology. FAU - Pungrasmi, Wiboonluk AU - Pungrasmi W AD - Associate Professor, Department of Environmental Engineering, Faculty of Engineering, Chulalongkorn University, Phayathai Road, Pathumwan, Bangkok, 10330, Thailand. AD - Research Network of NANOTEC-CU on Environmental, Department of Environmental Engineering, Chulalongkorn University, Bangkok, 10330, Thailand. FAU - Intarasoontron, Jirapa AU - Intarasoontron J AD - Master student, Department of Environmental Engineering, Faculty of Engineering, Chulalongkorn University, Phayathai Road, Pathumwan, Bangkok, 10330, Thailand. FAU - Jongvivatsakul, Pitcha AU - Jongvivatsakul P AD - Assistant Professor, Innovative Construction Materials Research Unit, Department of Civil Engineering, Faculty of Engineering, Chulalongkorn University, Phayathai Road, Pathumwan, Bangkok, 10330, Thailand. FAU - Likitlersuang, Suched AU - Likitlersuang S AUID- ORCID: 0000-0001-8289-3647 AD - Professor, Centre of Excellence in Geotechnical and Geoenvironmental Engineering, Department of Civil Engineering, Faculty of Engineering, Chulalongkorn University, Phayathai Road, Pathumwan, Bangkok, 10330, Thailand. fceslk@eng.chula.ac.th. LA - eng PT - Journal Article PT - Research Support, Non-U.S. Gov't DEP - 20190828 PL - England TA - Sci Rep JT - Scientific reports JID - 101563288 RN - 0 (Alginates) RN - H0G9379FGK (Calcium Carbonate) RN - Lysinibacillus sphaericus SB - IM MH - *Alginates/chemistry/metabolism MH - *Bacillaceae/chemistry/metabolism MH - *Calcium Carbonate/chemistry/metabolism MH - *Construction Materials MH - *Spores, Bacterial/chemistry/metabolism PMC - PMC6713760 COIS- The authors declare no competing interests. EDAT- 2019/08/30 06:00 MHDA- 2020/10/21 06:00 PMCR- 2019/08/28 CRDT- 2019/08/30 06:00 PHST- 2019/01/07 00:00 [received] PHST- 2019/08/19 00:00 [accepted] PHST- 2019/08/30 06:00 [entrez] PHST- 2019/08/30 06:00 [pubmed] PHST- 2020/10/21 06:00 [medline] PHST- 2019/08/28 00:00 [pmc-release] AID - 10.1038/s41598-019-49002-6 [pii] AID - 49002 [pii] AID - 10.1038/s41598-019-49002-6 [doi] PST - epublish SO - Sci Rep. 2019 Aug 28;9(1):12484. doi: 10.1038/s41598-019-49002-6.