Corrosion prevention of reinforced concrete with microbial calcite precipitation

Microbially induced calcite precipitation (MICP) on concrete or mortar is an important area of research to enhance the durability of construction materials. The effectiveness of MICP in reducing reinforcement corrosion is investigated. Reinforced concrete (RC) specimens were treated with the bacteri...

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Main Authors: Achal, V., Mukherjee, Abhijit, Goyal, S., Reddy, M.
Format: Journal Article
Published: American Concrete Institute 2012
Subjects:
Online Access:http://hdl.handle.net/20.500.11937/13546
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author Achal, V.
Mukherjee, Abhijit
Goyal, S.
Reddy, M.
author_facet Achal, V.
Mukherjee, Abhijit
Goyal, S.
Reddy, M.
author_sort Achal, V.
building Curtin Institutional Repository
collection Online Access
description Microbially induced calcite precipitation (MICP) on concrete or mortar is an important area of research to enhance the durability of construction materials. The effectiveness of MICP in reducing reinforcement corrosion is investigated. Reinforced concrete (RC) specimens were treated with the bacterial strain Bacillus sp. CT-5, isolated from the cement sample, and subjected to accelerated corrosion. The results showed that bacterial-treated RC specimens reduced the corrosion rate four times more than the control specimens. A considerable reduction in mass loss and increase in pullout strength is observed with MICP-treated specimens. Corn steep liquor, an industrial pollutant, was used as a nutrient source to grow the bacterial cells for MICP in cementitious structures. This is a step toward the development of microbial concrete that provides a greener and more ecofriendly option.
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format Journal Article
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institution Curtin University Malaysia
institution_category Local University
last_indexed 2025-11-14T07:04:02Z
publishDate 2012
publisher American Concrete Institute
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spelling curtin-20.500.11937-135462017-09-13T15:00:25Z Corrosion prevention of reinforced concrete with microbial calcite precipitation Achal, V. Mukherjee, Abhijit Goyal, S. Reddy, M. industrial pollutant corrosion reinforced concrete pullout strength corn steep liquor microbially induced calcite precipitation Microbially induced calcite precipitation (MICP) on concrete or mortar is an important area of research to enhance the durability of construction materials. The effectiveness of MICP in reducing reinforcement corrosion is investigated. Reinforced concrete (RC) specimens were treated with the bacterial strain Bacillus sp. CT-5, isolated from the cement sample, and subjected to accelerated corrosion. The results showed that bacterial-treated RC specimens reduced the corrosion rate four times more than the control specimens. A considerable reduction in mass loss and increase in pullout strength is observed with MICP-treated specimens. Corn steep liquor, an industrial pollutant, was used as a nutrient source to grow the bacterial cells for MICP in cementitious structures. This is a step toward the development of microbial concrete that provides a greener and more ecofriendly option. 2012 Journal Article http://hdl.handle.net/20.500.11937/13546 10.14359/51683702 American Concrete Institute restricted
spellingShingle industrial pollutant
corrosion
reinforced concrete
pullout strength
corn steep liquor
microbially induced calcite precipitation
Achal, V.
Mukherjee, Abhijit
Goyal, S.
Reddy, M.
Corrosion prevention of reinforced concrete with microbial calcite precipitation
title Corrosion prevention of reinforced concrete with microbial calcite precipitation
title_full Corrosion prevention of reinforced concrete with microbial calcite precipitation
title_fullStr Corrosion prevention of reinforced concrete with microbial calcite precipitation
title_full_unstemmed Corrosion prevention of reinforced concrete with microbial calcite precipitation
title_short Corrosion prevention of reinforced concrete with microbial calcite precipitation
title_sort corrosion prevention of reinforced concrete with microbial calcite precipitation
topic industrial pollutant
corrosion
reinforced concrete
pullout strength
corn steep liquor
microbially induced calcite precipitation
url http://hdl.handle.net/20.500.11937/13546