IJEP 43(2): 142-146 : Vol. 43 Issue. 2 (February 2023)
Vishvajit Bhaskar Kokate and Shashi Ranjan Kumar*
Oriental University, Department of Civil Engineering, Indore, Madhya Pradesh – 453 555, India
Abstract
The study was carried out to analyze the improvement in electrical resistivity of bacteria based self-healing mortar mixture. 6 specimens of 70x70x70 mm were cast using mortar with/without bacteria and cured in different environments, that is water, urea-calcium chloride (U-Ca-Cl) solution or urea-calcium lactate (U-Ca-La) environment for a period of 28 and 91, respectively. The specimens were subjected to electrical resistivity tests after 7, 28, 49, 70 and 91 days of curing. Results reveal that presence of bacteria and curing the specimen in a proper environment leads to a mortar with higher electrical resistance and lower water absorption. It was also found that mortar cured in urea-calcium-lactate (U-Ca-La) environment had better electrical resistance compared to mortar cured in urea-calcium chloride (U-Ca-Cl) environment. The electrical resistivity of u-ca-La based mortar was 12.3% and 23.3% higher than U-Ca-Cl based mortar cured for 28 and 91 days, respectively.
Keywords
Bacteria, Electrical resistivity, Urea-calcium-chloride, Urea-calcium-lactate
References
- Worrell, E., et al. 2001. Carbon dioxide emissions from the global cement industry. Annual Review Energy Env., 26(1), 303–329. doi:10.1146/annurev. energy.26.1.303.
- Gerilla, G. P., K. Teknomo and K. Hokao. 2007. An environmental assessment of wood and steel reinforced concrete housing construction. Building Env., 42:2778–2784. DOI: 10.1016/j.buildenv. 2006.07.021.
- Schlangen, E. and C. Joseph. 2009. Self-healing processes in concrete. In Self-healing materials: Fundamentals, design strategies and applications. Ed S.K. Gosh. Wiley-VCH verlag GmbH and Co., KGaA, Weinheim. pp 141–182.
- Jacobsen, S., J. Marchand and L. Boisvert. 1996. Effect of cracking and healing on chloride transport in OPC concrete. Cement Concrete Res., 26(6):869–881. DOI: 10.1016/0008-8846(96)00 072-5.
- Aldea, C. M., et al. 2000. Extent of healing of cracked normal strength concrete. J. Mater. Civil Eng., 12(1):92–96. doi: 10.1061/(ASCE)0899-1561(2000)12:1(92).
- Edvardsen, C. 1999. Water permeability and autogenous healing of cracks in concrete. American Concrete Inst. Mater. J., 96(4):448–454.
- Reinhardt, H. W. and M. Jooss. 2003. Permeability and self-healing of cracked concrete as a function of temperature and crack width. Cement Concrete Res., 33(7):981–985. DOI:10.1016/S0008-8846(02)01099-2.
- Zhong, W. H. and W. Yao. 2008. Influence of damage degree on self-healing of concrete. Construction Building Mater., 22(6):1137–1142. DOI: 10. 1016/j.conbuildmat.2007.02.006.
- Gerard, B. and J. Marchand. 2000. Influence of cracking on the diffusion properties of cement-based materials – part I: influence of continuous cracks on the steady state regime. Cement Concrete Res., 30(1):37–43. DOI: 10.1016/S0008-8846(99)00201-X.
- Granger, S., et al. 2007. Experimental characterization of the self-healing of cracks in an ultra high performance cementitious material: Mechanical tests and acoustic emission analysis. Cement Concrete Res., 37(4):519–527. doi: 10.1016/j.cem-conres.2006.12.005.
- Hearn, N. 1998. Self-sealing, autogenous healing and continued hydration: what is the difference? Mater. Structures. 31:563–567. DOI: 10.1007/BF02481539.
- Dry, C. M. 2000. Three designs for the internal release of sealants, adhesives and waterproofing chemicals into concrete to reduce permeability. Cement Concrete Res., 30(12):1969–1977. doi : 10.1016/S0008-8846(00)004 15-4.
- Joseph, C. 2008. Experimental and numerical study of the fracture and self-healing of cementitious materials. Ph.D thesis. Cardiff University, Cardiff.
- Li, V. C. and E.H. Yang. 2007. Self-healing in concrete materials. In Self healing materials: an alternative approach to 20 centuries of materials science. Ed S. van der Zwaag. Springer Series in Materials Science. pp 161–193. DOI: 10.1007/978-1-4020-6250-6.
- De Muynck, W., et al. 2008. Bacterial carbonate precipitation improves the durability of cementitious materials. Cement Concrete Res., 38(7)1:1005–1014. doi: 10.1016/j.cemconres.2008.03.005.
- Jonkers, H. M. and E. Schlangen. 2009. A two component bacteria-based self-healing concrete. In Concrete repair, rehabilitation and retrofitting II. Ed M.G. Alexander, H. D. Beushausen, F. Dehn and P. Moyo. CRC Press, Taylor and Francis Group, Boca Raton. pp 119–120.
- Ramachandran, S. K., V. Ramakrishnan and S. S. Bang. 2001. Remediation of concrete using micro-organisms. American Concrete Inst.Mater. J., 98(1):3–9.
- Bang, S. S., J. K. Galinat and V. Ramakrishnan. 2001. Calcite precipitation induced by polyurethane-immobilized Bacillus pasteurii. Enzyme Microbial Tech., 28(4-5):404-409. DOI: 10.1016/S0141-0229(00)00348-3.
- Dick, J., et al. 2006. Biodeposition of a calcium carbonate layer on degraded limestone by Bacillus species. Biodegrad., 17:357–367. DOI: 10.1007/s10532-005-9006-x.
- Van Tittelboom, K., et al. 2010. Use of bacteria to repair cracks in concrete. Cement Concrete Res., 40(1):157–166. DOI: 10.1016/j.cemconres.2009. 08.025.
- Jonkers, H.M., et al. 2010. Application of bacteria as self-healing agent for the development of sustainable concrete. Ecol. Eng., 36(2):230-235. DOI: 10.1016/j.ecoleng.2008.12.036.
- Jonkers, H.M. and E. Schlangen. 2009. A two component bacteria-based self-healing concrete. In Concrete repair, rehabilitation and retrofitting II. Ed M.G. Alexander, H.D. Beushausen, F. Dehn and P. Moyo. CRC Press, Taylor and Francis Group. pp 119-120.
- Parks, J., et al. 2010. Effects of bulk water chemistry on autogenous healing of concrete. J. Mater. Civil Eng., 22(5):515–524. DOI: 10.1061/%28AS CE%29MT.1943-5533.0000082.
- Jing, X. and W. Xianzhi. 2018. Self-healing of concrete cracks by use of bacteria-containing low alkali cementitious material. Construction Building Mater., 167:1-14. DOI: 10.1016/j.conbuildmat. 2018.02.020.
- Rodriguez-Navarro, C., et al. 2003. Conservation of ornamental stone by Myxococcus xanthus induced carbonate biomineralization. Appl. Env. Microbiol., 69:2182-2193. DOI: 10.1128/AEM. 69. 4.2182-2193.2003.
- Nokken, M. and D. Hooton. 2006. Electrical conductivity testing. Concrete Int., 28(11):61-66.
- Siddique, R. and N. Chahal. 2010. Effect of ureolytic bacteria on concrete properties. Construction Building Mater., 25(10):3791–3801. DOI: 10.1016/j.conbuildmat.2011.04.010.
- Hammes, F. and W. Verstraete. 2002. Key roles of pH and calcium metabolism in microbial carbonate precipitation. Reviews Env. Sci. Biotech., 1:3–7. DOI : 10.1023/A:1015135629155.
- Bachmeier, K. L., et al. 2002. Urease activity in microbiologically induced calcite precipitation. J. Biotech., 93(2):171-181. DOI: 10.1016/S0168-1656(01)00393-5.