Technical Papers
May 15, 2015

Concrete Durability Improvement in a Sulfate Environment Using Bacteria

Publication: Journal of Materials in Civil Engineering
Volume 28, Issue 1

Abstract

Using carbonate-producing bacteria is a promising novel technique to improvement of concrete characteristics. Durability of concrete in harsh environments such as sulfate exposure has been constantly an important issue. The intention of the current study is evaluation of durability improvement of concrete containing bacteria exposed to sulfate environment. To do so, seven groups of 70-mm concrete prisms were made using two different bacterial strains accompanied with mixing water; the effects of sulfate solution exposure on durability properties of tested specimens including mass variation, volume variation, water absorption, and compressive strength were then determined. Furthermore, seven groups of concrete discs with 100 mm diameter and thickness of 50 mm were prepared from the aforementioned batches to investigate the chloride permeability of bacterial concrete by rapid chloride permeability test (RCPT). The results indicated that bacteria incorporation in concrete reduces mass variation, volume variation (in higher ages), and water absorption; it also increases the compressive strength of the specimens. The results also showed that the 28-day compressive strength of the bacteria-containing concretes is about 20% more than that of the control specimens. Moreover, bacterial concrete have lower chloride penetration in comparison with the control specimens.

Get full access to this article

View all available purchase options and get full access to this article.

References

ACI. (2009). “Standard practice for selecting proportions for normal, heavyweight, and mass concrete.”, Farmington Hills, MI.
ASTM. (1997a). “Standard test method for density, absorption, and voids in hardened concrete.”, West Conshohocken, PA.
ASTM. (1997b). “Standard test method for electrical indication of concrete’s ability to resist chloride ion penetration.”, West Conshohocken, PA.
Baghabra Al-Amoudi, O. S. (2002). “Attack on plain and blended cements exposed to aggressive sulfate environments.” Cem. Concr. Compos., 24(3–4), 305–316.
Bang, S. S., Galinat, J. K., and Ramakrishnan, V. (2001). “Calcite precipitation induced by polyurethane-immobilized bacillus pasteurii.” Enzyme Microb. Technol., 28(4–5), 404–409.
Chahal, N., Siddique, R., and Rajor, A. (2012). “Influence of bacteria on the compressive strength, water absorption and rapid chloride permeability of fly ash concrete.” Constr. Build. Mater., 28(1), 351–356.
De Muynck, W., Cox, K., Belie, N. D., and Verstraete, W. (2008a). “Bacterial carbonate precipitation as an alternative surface treatment for concrete.” Constr. Build. Mater., 22(5), 875–885.
De Muynck, W., Cox, K., and De Belie, N. (2007a). “Bacterial carbonate precipitation reduces the permeability of cementitious materials.” Sustainable construction materials and technologies, Y. M. Chun, P. Claisse and T. R. Naik, eds., Taylor & Francis Group, London, 411–416.
De Muynck, W., DeBelie, N., and Verstraete, W. (2007b). “Improvement of concrete durability with the aid of bacteria.” 1st Int. Conf. on Self Healing Materials, Noordwijk aan Zee, Netherlands.
De Muynck, W., Debrouwer, D., De Belie, N., and Verstraete, W. (2008b). “Bacterial carbonate precipitation improves the durability of cementitious materials.” Cem. Concr. Res., 38(7), 1005–1014.
El-Hachem, R., Rozière, E., Grondin, F., and Loukili, A. (2012). “New procedure to investigate external sulphate attack on cementitious materials.” Cem. Concr. Compos., 34(3), 357–364.
Ferris, F. G., Fyfe, W. S., and Beveridge, T. J. (1987). “Bacteria as nucleation sites for authigenic minerals in a metal-contaminated lake sediment.” Chem. Geol., 63(3–4), 225–232.
Ghosh, P., Mandal, S., Chattopadhyay, B. D., and Pal, S. (2005). “Use of microorganism to improve the strength of cement mortar.” Cem. Concr. Res., 35(10), 1980–1983.
Ghosh, S., Biswas, M., Chattopadhyay, B. D., and Mandal, S. (2009). “Microbialactivity on the microstructure of bacteria modified mortar.” Cem. Concr. Compos., 31(2), 93–98.
Gollop, R. S., and Taylor, H. F. W. (1992). “Microstructural and microanalytical studies of sulfate attack. I. Ordinary portland cement paste.” Cem. Concr. Res., 22(6), 1027–1038.
Jonkers, H. M., and Schlangen, E. (2008). “Development of a bacteria-based self healing concrete.” Int. FIB Symp. 2008, J. C. Walraven and D. Stoelhors, eds., Tailor Made Concrete Structures: New Solutions for our Society, Amsterdam, 425–430.
Jonkers, H. M., Thijssen, A., Muyzer, G., Copuroglu, O., and Schlangen, E. (2010). “Application of bacteria as self-healing agent for the development of sustainable concrete.” Ecol. Eng., 36(2), 230–235.
Martinez, R. E., Pourret, O., and Takahashi, Y. (2014). “Modeling of rare earth element sorption to the gram positive Bacillus subtilis bacteria surface.” J. Colloid Interface Sci., 413, 106–111.
Nassar, R.-U.-D., and Soroushian, P. (2012). “Strength and durability of recycled aggregate concrete containing milled glass as partial replacement for cement.” Constr. Build. Mater., 29, 368–377.
Nemati, M., and Voordouw, G. (2003). “Modification of porous media permeability, using calcium carbonate produced enzymatically in situ.” Enzyme Microb. Technol., 33(5), 635–642.
Okwadha, G. D. O., and Li, J. (2011). “Biocontainment of polychlorinated biphenyls (PCBs) on flat concrete surfaces by microbial carbonate precipitation.” J. Environ. Manage., 92(10), 2860–2864.
Oren, A., and Galinski, E. A. (1994). “Hydrolysis of N’-benzoyl-arginine-p-nitroanilide stereoisomers as a phenotypic test: A study of gram-positive halotolerant bacteria.” Syst. Appl. Microbiol., 17(1), 7–10.
Park, Y.-S., Suh, J.-K., Lee, J.-H., and Shin, Y.-S. (1999). “Strength deterioration of high strength concrete in sulfate environment.” Cem. Concr. Res., 29(9), 1397–1402.
Prasad, J., Jain, D. K., and Ahuja, A. K. (2006). “Factors influencing the sulphate resistance of cement concrete and mortar.” Asian J. Civ. Eng. (Build. Hous. Iran), 7(3), 259–268.
Reddy, S., Seshagiri, R. M. V., Aparna, P., and Sasikala, C. (2010). “Performance of standard grade bacterial (Bacillus subtilis) concrete.” Asian J. Civ. Eng. (Build. Hous. Iran), 11(1), 43–55.
Rozière, E., Loukili, A., El Hachem, R., and Grondin, F. (2009). “Durability of concrete exposed to leaching and external sulphate attacks.” Cem. Concr. Res., 39(12), 1188–1198.
Siddique, R., and Chahal, N. K. (2011). “Effect of ureolytic bacteria on concrete properties.” Constr. Build. Mater., 25(10), 3791–3801.
Stocks-Fischer, S., Galinat, J. K., and Bang, S. S. (1999). “Microbiological precipitation of CaCO3.” Soil Biol. Biochem., 31(11), 1563–1571.
Van Tittelboom, K., De Belie, N., De Muynck, W., and Verstraete, W. (2010). “Use of bacteria to repair cracks in concrete.” Cem. Concr. Res., 40(1), 157–166.
Wiktor, V., and Jonkers, H. M. (2011). “Quantification of crack-healing in novel bacteria-based self-healing concrete.” Cem. Concr. Compos., 33(7), 763–770.

Information & Authors

Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 28Issue 1January 2016

History

Received: Jul 17, 2014
Accepted: Mar 16, 2015
Published online: May 15, 2015
Discussion open until: Oct 15, 2015
Published in print: Jan 1, 2016

Permissions

Request permissions for this article.

Authors

Affiliations

Farzaneh Nosouhian [email protected]
Research Assistant, Dept. of Civil Engineering, Isfahan Univ. of Technology, 84156-83111 Isfahan, Iran (corresponding author). E-mail: [email protected]; [email protected]
Davood Mostofinejad [email protected]
Professor, Dept. of Civil Engineering, Isfahan Univ. of Technology, 84156-83111 Isfahan, Iran. E-mail: [email protected]
Hasti Hasheminejad [email protected]
Assistant Professor, Dept. of Civil Engineering, Isfahan Univ. of Technology, 84156-83111 Isfahan, Iran. E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share