Technical Papers
Jan 2, 2019

Penetrability, Corrosion Potential, and Electrical Resistivity of Bacterial Concrete

Publication: Journal of Materials in Civil Engineering
Volume 31, Issue 3

Abstract

Concrete is one of the most widely used materials in building structures; hence, improving its durability is important. Corrosive agents affecting concrete durability find their way into concrete through surface cracks and pores. However, concrete can be made resistant to such destructive agents if calcite sediments are allowed to form in the concrete by certain types of bacteria. This study investigated the effects of certain bacterial agents on the electrical resistance, chloride penetrability, and steel corrosion of concrete specimens. The water absorption and compressive strength of the specimens were evaluated. For this purpose, concrete specimens were made using two different bacteria (S. pasteurii and B. subtilis) and two different mixture proportions. The specimens were cured for 28 or 91 consecutive days in two types of media (a solution of urea–calcium chloride and a solution of urea–calcium lactate). Results showed that the water absorption and chloride penetrability of the specimens decreased but their compressive strength and electrical resistance increased when bacteria, especially S. pasteurii, was used in the concrete. Moreover, the reinforcement provided enhanced resistance against corrosion in concrete specimens containing S. pasteurii and subsequently cured in the urea–calcium lactate medium.

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References

Achal, V., X. Pan, and N. Ozyurt. 2011. “Improved strength and durability of fly ash-amended concrete by microbial calcite precipitation.” Ecol. Eng. 37 (4): 554–559. https://doi.org/10.1016/j.ecoleng.2010.11.009.
ACI (American Concrete Institute). 2009. Standard practice for selecting proportions for normal, heavyweight, and mass concrete. ACI 211.1-91. Farmington Hills, MI: ACI.
ASTM. 2012. Standard test method for bulk electrical conductivity of hardened concrete. ASTM C1760. West Conshohocken, PA: ASTM.
ASTM. 2013. Standard test method for density, absorption, and voids in hardened concrete. ASTM C642. West Conshohocken, PA: ASTM.
ASTM. 2015. Standard test method for corrosion potentials of uncoated reinforcing steel in concrete. ASTM C876. West Conshohocken, PA: ASTM.
ASTM. 2017. Standard test method for electrical indication of concrete’s ability to resist chloride ion penetration. ASTM C1202-17a. West Conshohocken, PA: ASTM.
Azarsa, P., and R. Gupta. 2017. “Electrical resistivity of concrete for durability evaluation: A review.” Adv. Mater. Sci. Eng. 2017 (1): 1–30. https://doi.org/10.1155/2017/8453095.
Chahal, N., R. Siddique, and A. Rajor. 2012a. “Influence of bacteria on the compressive strength, water absorption and rapid chloride permeability of concrete incorporating silica fume.” Constr. Build. Mater. 37: 645–651. https://doi.org/10.1016/j.conbuildmat.2012.07.029.
Chahal, N., R. Siddique, and A. Rajor. 2012b. “Influence of bacteria on the compressive strength, water absorption and rapid chloride permeability of fly ash concrete.” Constr. Build. Mater. 28 (1): 351–356. https://doi.org/10.1016/j.conbuildmat.2011.07.042.
De Muynck, W., K. Cox, N. De Belie, and W. Verstraete. 2008. “Bacterial carbonate precipitation as an alternative surface treatment for concrete.” Constr. Build. Mater. 22 (5): 875–885. https://doi.org/10.1016/j.conbuildmat.2006.12.011.
De Muynck, W., N. De Belie, and W. Verstraete. 2010. “Microbial carbonate precipitation in construction materials: A review.” Ecol. Eng. 36 (2): 118–136. https://doi.org/10.1016/j.ecoleng.2009.02.006.
Dick, J., W. De Windt, B. De Graef, H. Saveyn, P. Van der Meeren, N. De Belie, and W. Verstraete. 2006. “Bio-deposition of a calcium carbonate layer on degraded limestone by Bacillus species.” Int. Biodeterior. Biodegrad. 17 (4): 357–367. https://doi.org/10.1007/s10532-005-9006-x.
Edvardsen, C. 1999. “Water permeability and autogenous healing of cracks in concrete.” ACI Mater. J. 96 (4): 448–454.
Grabiec, A., J. Klama, D. Zawal, and D. Krupa. 2012. “Modification of recycled concrete aggregate by calcium carbonate biodeposition.” Constr. Build. Mater. 34: 145–150. https://doi.org/10.1016/j.conbuildmat.2012.02.027.
Hosseini Balam, N., D. Mostofinejad, and M. Eftekhar. 2017a. “Effects of bacterial remediation on compressive strength, water absorption, and chloride permeability of lightweight aggregate concrete.” Constr. Build. Mater. 145: 107–116. https://doi.org/10.1016/j.conbuildmat.2017.04.003.
Hosseini Balam, N., D. Mostofinejad, and M. Eftekhar. 2017b. “Use of carbonate precipitating bacteria to reduce water absorption of aggregates.” Constr. Build. Mater. 141: 565–577. https://doi.org/10.1016/j.conbuildmat.2017.03.042.
Ivanov, V., and J. Chu. 2008. “Applications of microorganism to geotechnical engineering for bioclogging and biocementation of soil in situ.” Rev. Environ. Sci. Biotechnol. 7 (2): 139–153. https://doi.org/10.1007/s11157-007-9126-3.
Jagadeesha Kumar, B. G., R. Prabhakara, and H. Pushpa. 2013. “Biomineralization of calcium carbonate by different bacterial strains and their application in concrete crack remediation.” Int. J. Adv. Eng. Tech. 6 (1): 202–213.
Jonkers, H. M., A. Thijssen, G. Muyzer, O. Copuroglu, and E. Schlangen. 2010. “Application of bacteria as self-healing agent for the development of sustainable concrete.” Ecol. Eng. 36 (2): 230–235. https://doi.org/10.1016/j.ecoleng.2008.12.036.
Kunal, R., B. P. Patil, B. R. Salve, B. K. Ahire, K. S. Patel, and P. H. Bhior. 2013. “Effect of bacterial calcite precipitation on compressive strength of general concrete cubes.” Int. J. Eng. Adv. Tech. 3 (2): 423–429.
Martinez, R. E., O. Pourret, and Y. Takahashi. 2014. “Modeling of rare earth element sorption to the Gram positive Bacillus subtilis bacteria surface.” J. Colloid. Interface Sci. 413: 106–111. https://doi.org/10.1016/j.jcis.2013.09.037.
McCarter, W. J., M. C. Forde, and H. W. Whittington. 1982. “Resistivity characteristics of concrete.” Proc. Inst. Civ. Eng. 73 (1): 223–224. https://doi.org/10.1680/iicep.1982.1993.
Monfore, G. E. 1968. “The electrical resistivity of concrete.” J. PCA Res. Dev. Lab. 10 (2): 35–48.
Neville, A. 1995. “Chloride attack of reinforced concrete: An overview.” Mater. Struct. 28 (2): 63–70. https://doi.org/10.1007/BF02473172.
Nosouhian, F., and D. Mostofinejad. 2016. “Reducing permeability of concrete by bacterial mediation on surface using treatment gel.” ACI Mater. J. 113 (3): 287–293. https://doi.org/10.14359/51688701.
Nosouhian, F., D. Mostofinejad, and H. Hasheminejad. 2015. “Influence of biodeposition treatment on concrete durability in a sulphate environment.” Bio. Eng. 133: 141–152. https://doi.org/10.1016/j.biosystemseng.2015.03.008.
Nosouhian, F., D. Mostofinejad, and H. Hasheminejad. 2016. “Concrete durability improvement in a sulfate environment using bacteria.” J. Mater. Civ. Eng. 28 (1): 04015064. https://doi.org/10.1061/(ASCE)MT.1943-5533.0001337.
Pacheco-Torgal, F., and J. A. Labrincha. 2013. “Biotech cementitious materials: Some aspects of an innovative approach for concrete with enhanced durability.” Constr. Build. Mater. 40: 1136–1141. https://doi.org/10.1016/j.conbuildmat.2012.09.080.
Qiu, J., D. Qin Sheng Tng, and E. Yang. 2014. “Surface treatment of recycled concrete aggregates through microbial carbonate precipitation.” Constr. Build. Mater. 57: 144–150. https://doi.org/10.1016/j.conbuildmat.2014.01.085.
Ramachandran, S. K., V. Ramakrishnan, and S. S. Bang. 2001. “Remediation of concrete using micro-organisms.” ACI Mater. 98 (1): 3–9. https://doi.org/10.14359/10154.
Senthilkumar, V., T. Palanisamy, and V. N. Vijayakumar. 2014. “Fortification of compressive strength in enterococcus microorganism incorporated microbial cement mortar.” Chem. Tech. Res. 6 (1): 636–644.
Siddique, R., and N. Chahal. 2011. “Effect of ureolytic bacteria on concrete properties.” Constr. Build. Mater. 25 (10): 3791–3801. https://doi.org/10.1016/j.conbuildmat.2011.04.010.
Sierra-Beltran, M. G., H. M. Jonkers, and E. Schlangen. 2014. “Characterization of sustainable bio-based mortar for concrete repair.” Constr. Build. Mater. 67 (Part C): 344–352. https://doi.org/10.1016/j.conbuildmat.2014.01.012.
Smith, K. M., A. J. Schokker, and P. J. Tikalsky. 2004. “Performance of supplementary cementitious materials in concrete resistivity and corrosion monitoring evaluations.” ACI Mater. 101 (5): 385–391.
Tittelboom, K. V., N. De Belie, W. De Muynck, and W. Verstraete. 2010. “Use of bacteria to repair cracks in concrete.” Cem. Concr. Res. 40 (1): 157–166. https://doi.org/10.1016/j.cemconres.2009.08.025.
Todar, K. 2005. “Todar’s online textbook of bacteriology.” Accessed June 25, 2016. https://textbookofbacteriology.net/Bacillus.html.
Wang, J. Y., H. Soens, W. Verstraete, and N. De Belie. 2014. “Self-healing concrete by use of microencapsulated bacterial spores.” Cem. Concr. Res. 56: 139–152. https://doi.org/10.1016/j.cemconres.2013.11.009.
Wang, J., K. V. Tittelboom, N. De Belie, and W. Verstraete. 2012. “Use of silica gel or polyurethane immobilized bacteria for self-healing concrete.” Constr. Build. Mater. 26 (1): 532–540. https://doi.org/10.1016/j.conbuildmat.2011.06.054.
Wiktor, V., and H. M. Jonkers. 2011. “Quantification of crack-healing in novel bacteria-based self-healing concrete.” Cem. Concr. Compos. 33 (7): 763–770. https://doi.org/10.1016/j.cemconcomp.2011.03.012.

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Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 31Issue 3March 2019

History

Received: Aug 26, 2017
Accepted: Aug 27, 2018
Published online: Jan 2, 2019
Published in print: Mar 1, 2019
Discussion open until: Jun 2, 2019

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Authors

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Bahareh Tayebani [email protected]
Research Assistant, Dept. of Civil Engineering, Isfahan Univ. of Technology, Isfahan 84156-83111, Iran (corresponding author). Email: [email protected]; [email protected]
Davood Mostofinejad [email protected]
Professor, Dept. of Civil Engineering, Isfahan Univ. of Technology, Isfahan 84156-83111, Iran; presently, Invited Professor and Research Scholar, Univ. of California, Irvine, CA 92697. Email: [email protected]

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