Potential of a Microbiologically Induced Calcite Precipitation Process for Durability Enhancement of Masonry Aggregate Concrete
Publication: Journal of Materials in Civil Engineering
Volume 29, Issue 5
Abstract
In recent times microbially induced calcite precipitation (MICP) has emerged in the cement and concrete industry as a pioneering approach to enhance concrete properties. This research was carried out with the intention to study the changed characteristics of masonry concrete, casted using brick aggregates modified by MICP. Biodeposition of on treated brick surfaces were detected via optical microscopy, scanning electron microscopy (SEM), X-ray powder diffraction (XRD), and energy-dispersive spectroscopy (EDS) analysis and analyzed through quantification of calcium carbonate. Absorption tests and mercury porosimetry tests were carried out to determine the changed brick characteristics. Finally, durability parameters of modified brick aggregate-concrete were determined through sorptivity test, rapid migration test (RMT), and compressive strength test. Experiments conducted on brick aggregates reveal that MICP methods were successfully executed leading to precipitation. Furthermore, the modified-brick-aggregate-concrete exhibited increased compressive strength and significantly decreased permeability when compared to control specimens with untreated brick aggregate.
Get full access to this article
View all available purchase options and get full access to this article.
Acknowledgments
The authors are very much obliged to the Department of Civil Engineering for funding their rapid migration test setup. Furthermore, the authors would like to acknowledge the lab instructors and assistants of the Concrete Lab and the Environment Lab. Optical microscopy and scanning electron microscopy were carried out at the Department of Materials and Metallurgical Engineering and the Department of Glass and Ceramic Engineering, respectively. The authors are also thankful to the Department of Petroleum and Mineral Resources Engineering for the use of the mercury porosimeter.
References
AASHTO. (2003). “Standard method of test for predicting chloride penetration of hydraulic cement by the rapid migration procedure.” AASHTO TP 64–03, Washington, DC.
Afroz, S., Rahman, F., Iffat, S., and Manzur, T. (2015). “Sorptivity and strength characteristics of commonly used concrete mixes of Bangladesh.” Proc., Int. Conf. on Recent Innovation in Civil Engineering for Sustainable Development, Dept. of Civil Engineering, Dhaka Univ. of Engineering and Technology (DUET), Gazipur, Bangladesh.
Alam, F. (2014). “Microorganism in mitigating seismic liquefaction.” Masters dissertation, Bangladesh Univ. of Engineering and Technology (BUET), Dhaka, Bangladesh.
Amidi, S., and Wang, J. (2015). “Surface treatment of concrete bricks using calcium carbonate precipitation.” Constr. Build. Mater., 80, 273–278.
ASTM. (1997). “Standard test method for bulk density (unit weight) and voids in aggregate.” ASTM C29/C29M–97, West Conshohocken, PA.
ASTM.(2010). “Standard test method for determination of pore volume and pore volume distribution of soil and rock by mercury intrusion porosimetry.” ASTM D4404-10, West Conshohocken, PA.
ASTM. (2012). “Standard practice for making and curing concrete test specimens in the field.” ASTM C31, West Conshohocken. PA.
ASTM. (2013). “Standard test method for measurement of rate of absorption of water by hydraulic-cement concretes.” ASTM C1585–13, West Conshohocken, PA.
ASTM. (2015). “Standard test method for compressive strength of cylindrical concrete specimens.” ASTM C39/C39M-15a, West Conshohocken, PA.
Bang, S. S., Galinat, J. K., and Ramakrishnan, V. (2001). “Calcite precipitation induced by polyurethane: Immobilized bacillus pasteurii.” Enzyme Microb. Technol., 28(4), 404–409.
Bosunia, S. Z., and Chowdhury, J. R. (2001). “Durability of concrete in coastal areas of Bangladesh.” J. Civ. Eng., 29(1), 41–53.
BSI (British Standards Institution). (1975). “Testing aggregates.”, London.
Bundur, Z. D., Kirisits, M. J., and Ferron, R. D. (2014). “Biomineralized cement-based materials: Impact of inoculating vegetative bacterial cells on hydration and strength.” Cem. Concr. Res., 67, 237–245.
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., De Belie, N., and Verstraete, W. (2008). “Bacterial carbonate precipitation as an alternative surface treatment for concrete.” Constr. Build. Mater., 22(5), 875–885.
De Muynck, W., De Belie, N., and Verstraete, W. (2010). “Microbial carbonate precipitation in construction materials: A review.” Ecol. Eng., 36(2), 118–136.
Dhami, N. K., Reddy, M. S., and Mukherjee, A. (2012). “Improvement in strength properties of ash bricks by bacterial calcite.” Ecol. Eng., 39, 31–35.
Ersan, Y. C., De Belie, N., and Boon, N. (2014). “Resilient denitrifiers wink at microbial self-healing concrete.” Proc., 2nd Int. Conf. on Advances in Bio-Informatics, Bio-Technology and Environmental Engineering, Institute of Research Engineers and Doctors (IRED), New York, 37–41.
Ghosh, P., and Mandal, S. (2006). “Development of bioconcrete material using and enrichment culture of novel thermophilic anaerobic bacteria.” Indian J. Exp. Biol., 44(4), 336–339.
Gollapudi, U. K., Knutson, C. L., Bang, S. S., and Islam, M. R. (1995). “A new method for controlling leaching through permeable channels.” Chemosphere, 30(4), 695–705.
Hammes, F., and Verstraete, W. (2002). “Key roles of pH and calcium metabolism in microbial carbonate precipitation.” Rev. environ. sci. biotechnol., 1(1), 3–7.
Holm, L., and Sander, C. (1997). “An evolutionary treasure: unification of a broad set of amidohydrolases related to urease.” Proteins, 28(1), 72–82.
Isha, I. M., Afifudin, H., and Mohd Saman, H. (2012). “Bacillus subtilis and thermusthermophilus: Derived bioconcrete in enhancing concrete compressive strength.” Int. Sustainability Civ. Eng. J., 1(1), 48–56.
Kantzas, A., Stehmeier, L., Marentette, D. F., Ferris, F. G., Jha, K. N., and Maurits, F. M. (1992). “A novel method of sand consolidation through bacteriogenic mineral plugging.” Annual Technical Meeting, Petroleum Society of Canada, Calgary, AL, Canada.
Karatas, I. (2008). “Microbiological improvement of the physical properties of soils.” Ph.D. thesis, Arizona State Univ., Tempe, AZ.
Khaloo, A. R. (1994). “Properties of concrete using crushed clinker brick as coarse aggregate.” ACI Mater. J., 91(4), 401–407.
Krajewska, B. (2009). “Ureases: Functional, catalytic and kinetic properties: A review.” J. Mol. Catal. B., 59(1–3), 9–21.
Makar, J. M., Margeson, J., and Luh, J. (2005). “Carbon nanotube/cement composites: Early results and potential applications.” Proc., 3rd Int. Conf. on Construction Materials: Performance, Innovations and Structural Implications, National Research Council, Ottawa, 1–10.
Manzur, T. (2011). “Nano-modified cement composites and its applicability as concrete repair material.” Ph.D. thesis, Univ. of Texas at Arlington, Arlington, TX.
Manzur, T., and Yazdani, N. (2010). “Strength enhancement of cement mortar with carbon nanotubes: Early results and potential.” J. Transp. Res. Board., 2142, 102–108.
Manzur, T., and Yazdani, N. (2013). “Importance of flow values in qualitative evaluation of carbon nanotube reinforced cementitous matrix.” Malaysian J. Civ. Eng., 25(1), 71–80.
Manzur, T., and Yazdani, N. (2015). “Optimum mix ratio for carbon nanotubes in cement mortar.” KSCE J. Civ. Eng., 19(5), 1405–1412.
Mera, M. U., and Beveridge, T. J. (1993). “Mechanism of silicate binding to the bacterial cell wall in bacillus subtilis.” J. Bacteriol., 175(7), 1936–1945.
Mitchell, A. C., and Ferris, F. G. (2005). “The coprecipitation of Sr into calcite precipitates induced by bacterial ureolysis in artificial groundwater: Temperature and kinetic dependence.” Geochim. Cosmochim. Acta, 69(17), 4199–4210.
Mobley, H. L. T., and Hausinger, R. P. (1989). “Microbial ureases: significance, regulation, and molecular characterization.” Microbiol. Rev., 53(1), 85–108.
Mukherjee, A., Dhami, N. K., Reddy, B. V. V., and Reddy, M. S. (2013). “Bacterial calcification for enhancing performance of low embodied energy soil-cement bricks.” Proc., 3rd Int. Conf. on Sustainable Construction Materials and Technologies, Japan Concrete Institute, Tokyo.
Nosouhian, F., Mostofinejad, D., and Hasheminejad, H. (2015). “Concrete durability improvement in a sulfate environment using bacteria.” J. Mater. Civ. Eng., .
Patil, H. S., Raijiwala, D. B., Prashant, H., and Vijay, B. (2008). “Bacterial concrete: A self healing concrete.” Int. J. Appl. Eng. Res., 3(12), 1719–1725.
Rahman, F., Afroz, S., Efaz, I. H., Huq, R. S., and Manzur, T., (2015). “Application of microbiologically induced precipitation process in cement and concrete research: A review.” Int. Conf. on Advances in Civil Infrastructure and Construction Materials, MIST, Dhaka, Bangladesh.
Ramakrishnan, V., Panchalan, R., and Bang, S. S. (2001). “Bacterial concrete: A self remediating biomaterial.” Proc., 10th Int. Congress on the Polymers in Concrete, ICPIC, Hawaii.
Ramakrishnan, S. K., Panchalan, R., Bang, S. S., and City, R. (2005). “Improvement of concrete durability by bacterial mineral precipitation.” Proc., 11th Int. Conf. on Fracture, Curran Associates, New York, 20–25.
Raut, S. H., Sarode, D. D., and Lele, S. S. (2014). “Biocalcification using B. pasteurii for strengthening brick masonry civil engineering structures.” World J. Microbiol. Biotechnol., 30(1), 191–200.
Sarda, D., Choonia, H. S., Sarode, D. D., and Lele, S. S. (2009). “Biocalcification by bacillus pasteurii urease: A novel application.” J. ind. microbial. biotechnol., 36(8), 1111–1115.
Sobolev, K., Sanchez, F., and Flores, I. (2012). “The use of nanoparticle admixtures to improve the performance of concrete.” Proc., 12th Int. Conf. on Recent Advances in Concrete Technology and Sustainability Issues, American Concrete Institute (ACI), Farmington Hills, MI, 455–469.
Stocks-Fischer, S., Galinat, J. K., and Bang, S. S. (1999). “Microbiological precipitation of .” Soil Biol. Biochem., 31(11), 1563–1571.
Warren, L. A., Maurice, P. A., Parmar, N., and Ferris, F. G. (2001). “Microbially mediated calcium carbonate precipitation: Implications for interpreting calcite precipitation and for solid-phase capture of inorganic contaminants.” Geomicrobiol. J., 18(1), 93–115.
Whiffin, V. S. (2004). “Microbial precipitation for the production of biocement.” Ph.D. dissertation, Murdoch Univ., Perth, Australia.
Whiffin, V. S., van Paassen, L. A., and Harkes, M. P. (2007). “Microbial carbonate precipitation as a soil improvement technique.” Geomicrobiol. J., 24(5), 417–423.
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
Copyright
©2016 American Society of Civil Engineers.
History
Received: Jan 11, 2016
Accepted: Aug 25, 2016
Published online: Nov 28, 2016
Discussion open until: Apr 28, 2017
Published in print: May 1, 2017
Authors
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.