TY - JOUR
T1 - Evaluation of Various Bacterial Self-healing Activities in Concrete
AU - Sandesh, Upadhyaya K.
AU - Paul, Priyodip
AU - Akhil, S. Sumanth
AU - Khatoniyar, Nishanta
AU - Shetty, Nausha
N1 - Publisher Copyright:
© 2024 by authors, all rights reserved.
PY - 2024/11
Y1 - 2024/11
N2 - Concrete, a popular construction material, is prone to cracking, which affects its long-term strength and durability. An easier, eco-friendly, and economical approach to improve the durability of concrete is by applying ureolytic bacteria. Self-healing concrete is the concrete that fills the micro-cracks by producing calcite crystals when the bacteria come in contact with water and air. The study focuses on accessing the concrete healing mechanism using five different bacteria that contribute to the increase in compressive strength of the concrete. These five bacteria studied here are rarely used in concrete. The hardened properties of concrete with ureolytic bacteria were comparable with conventional concrete of grade M30. The present study aims to identify the potential ureolytic bacteria that can be effectively used in concrete. Microbially Induced Calcite Precipitation occurs when water encounters unhydrated calcium in the concrete, and calcium hydroxide, which serves as a catalyst, is produced with the aid of bacteria. The calcite formed filled up the voids and cracks formed in the concrete, enhancing its strength. In the presence of a calcium source, calcium carbonate can be precipitated through a biologically driven mineralization process. The ureolytic bacteria used in concrete in this study, with the exception of Proteus inconstans, showed good calcite formation. Concrete with Bacillus coagulans showed positive results for hardened property tests conducted after 7 and 28 days of curing. In addition, the densification of the concrete matrix was observed through microscopic analysis, such as X-ray Diffraction, Energy Dispersive Spectroscopy, and Scanning Electron Microscope. The calcite crystal formation was evident in the ureolytic bacterial concrete specimens, indicating self-healing activity in the concrete.
AB - Concrete, a popular construction material, is prone to cracking, which affects its long-term strength and durability. An easier, eco-friendly, and economical approach to improve the durability of concrete is by applying ureolytic bacteria. Self-healing concrete is the concrete that fills the micro-cracks by producing calcite crystals when the bacteria come in contact with water and air. The study focuses on accessing the concrete healing mechanism using five different bacteria that contribute to the increase in compressive strength of the concrete. These five bacteria studied here are rarely used in concrete. The hardened properties of concrete with ureolytic bacteria were comparable with conventional concrete of grade M30. The present study aims to identify the potential ureolytic bacteria that can be effectively used in concrete. Microbially Induced Calcite Precipitation occurs when water encounters unhydrated calcium in the concrete, and calcium hydroxide, which serves as a catalyst, is produced with the aid of bacteria. The calcite formed filled up the voids and cracks formed in the concrete, enhancing its strength. In the presence of a calcium source, calcium carbonate can be precipitated through a biologically driven mineralization process. The ureolytic bacteria used in concrete in this study, with the exception of Proteus inconstans, showed good calcite formation. Concrete with Bacillus coagulans showed positive results for hardened property tests conducted after 7 and 28 days of curing. In addition, the densification of the concrete matrix was observed through microscopic analysis, such as X-ray Diffraction, Energy Dispersive Spectroscopy, and Scanning Electron Microscope. The calcite crystal formation was evident in the ureolytic bacterial concrete specimens, indicating self-healing activity in the concrete.
UR - https://www.scopus.com/pages/publications/85210081763
UR - https://www.scopus.com/pages/publications/85210081763#tab=citedBy
U2 - 10.13189/cea.2024.120631
DO - 10.13189/cea.2024.120631
M3 - Article
AN - SCOPUS:85210081763
SN - 2332-1091
VL - 12
SP - 4192
EP - 4200
JO - Civil Engineering and Architecture
JF - Civil Engineering and Architecture
IS - 6
ER -