Use of bacterial silica precipitation to enhance strength and permeability of concrete

Microbial treatments has led to the improvement of concrete but as of yet, few studies showed tangible evidence of using bacteria-induced silica precipitation to improve the strength of concrete. Therefore, this study investigated the effect of using Thermus Thermophilus (TT) to enhance the strength...

Full description

Bibliographic Details
Published in:Malaysian Construction Research Journal
Main Author: Habulat A.; Saman H.M.; Kamarudin K.; Omar M.
Format: Article
Language:English
Published: Construction Research Institute of Malaysia 2013
Online Access:https://www.scopus.com/inward/record.uri?eid=2-s2.0-84926357825&partnerID=40&md5=28bcc7caa97a26bee81968ea6b1039ec
id 2-s2.0-84926357825
spelling 2-s2.0-84926357825
Habulat A.; Saman H.M.; Kamarudin K.; Omar M.
Use of bacterial silica precipitation to enhance strength and permeability of concrete
2013
Malaysian Construction Research Journal
13
2

https://www.scopus.com/inward/record.uri?eid=2-s2.0-84926357825&partnerID=40&md5=28bcc7caa97a26bee81968ea6b1039ec
Microbial treatments has led to the improvement of concrete but as of yet, few studies showed tangible evidence of using bacteria-induced silica precipitation to improve the strength of concrete. Therefore, this study investigated the effect of using Thermus Thermophilus (TT) to enhance the strength and permeability of concrete. The existing silica precipitation by TT was examined under X-Ray Diffraction. TT, in five concentrations of 103, 104, 105, 106 and 107 cell/ml, were incorporated with the concrete mixes. The properties of the concrete were then assessed by compressive strength and Rapid Chloride Permeability Test (RCPT) after 3, 7, 28, 60 and 180 days. Meanwhile, carbonation test was conducted after 3, 7 and 28 days of exposure in a carbonation chamber. The 106 cell/ml of TT was found to be optimum concentration for compressive strength and RCPT; however, there was no optimum concentration which could enhance the carbonation resistance. The maximum improvement in compressive strength, RCPT and carbonation resistance corresponding to that without TT were 27.9 %, 30.6 % and 62.5 % respectively. The microstructure examinations, conducted using Scanning Electron Microscope (SEM), showed significant differences in the microstructure texture compared to the control group (without TT). The results showed that having TT in the concrete mixes was able to enhance the concrete compressive strength, permeability and carbonation resistance characteristic.
Construction Research Institute of Malaysia
19853807
English
Article

author Habulat A.; Saman H.M.; Kamarudin K.; Omar M.
spellingShingle Habulat A.; Saman H.M.; Kamarudin K.; Omar M.
Use of bacterial silica precipitation to enhance strength and permeability of concrete
author_facet Habulat A.; Saman H.M.; Kamarudin K.; Omar M.
author_sort Habulat A.; Saman H.M.; Kamarudin K.; Omar M.
title Use of bacterial silica precipitation to enhance strength and permeability of concrete
title_short Use of bacterial silica precipitation to enhance strength and permeability of concrete
title_full Use of bacterial silica precipitation to enhance strength and permeability of concrete
title_fullStr Use of bacterial silica precipitation to enhance strength and permeability of concrete
title_full_unstemmed Use of bacterial silica precipitation to enhance strength and permeability of concrete
title_sort Use of bacterial silica precipitation to enhance strength and permeability of concrete
publishDate 2013
container_title Malaysian Construction Research Journal
container_volume 13
container_issue 2
doi_str_mv
url https://www.scopus.com/inward/record.uri?eid=2-s2.0-84926357825&partnerID=40&md5=28bcc7caa97a26bee81968ea6b1039ec
description Microbial treatments has led to the improvement of concrete but as of yet, few studies showed tangible evidence of using bacteria-induced silica precipitation to improve the strength of concrete. Therefore, this study investigated the effect of using Thermus Thermophilus (TT) to enhance the strength and permeability of concrete. The existing silica precipitation by TT was examined under X-Ray Diffraction. TT, in five concentrations of 103, 104, 105, 106 and 107 cell/ml, were incorporated with the concrete mixes. The properties of the concrete were then assessed by compressive strength and Rapid Chloride Permeability Test (RCPT) after 3, 7, 28, 60 and 180 days. Meanwhile, carbonation test was conducted after 3, 7 and 28 days of exposure in a carbonation chamber. The 106 cell/ml of TT was found to be optimum concentration for compressive strength and RCPT; however, there was no optimum concentration which could enhance the carbonation resistance. The maximum improvement in compressive strength, RCPT and carbonation resistance corresponding to that without TT were 27.9 %, 30.6 % and 62.5 % respectively. The microstructure examinations, conducted using Scanning Electron Microscope (SEM), showed significant differences in the microstructure texture compared to the control group (without TT). The results showed that having TT in the concrete mixes was able to enhance the concrete compressive strength, permeability and carbonation resistance characteristic.
publisher Construction Research Institute of Malaysia
issn 19853807
language English
format Article
accesstype
record_format scopus
collection Scopus
_version_ 1823296167585251328