Document Type : Review Article
Authors
- Onesmus Mulwa Munyao 1
- Joseph Karanja Thiong'o 1
- Jackson Muthengia Wachira 2
- Daniel Karanja Mutitu 2
- Mwirichia Romano 3
- Genson Murithi 2
1 Department of Chemistry, School of Pure and Applied Sciences, Kenyatta University, Nairobi, Kenya
2 Department of Physical Sciences, University of Embu, Embu, Kenya
3 Department of Biological Sciences, University of Embu, Embu, Kenya
10.33945/SAMI/JCR.2019.4.5
Abstract
Deleterious ions in the environment such as sulfates may degrade the concrete structures. The interaction of cement hydration products with these destructive agents contributes to severe durability threat of the concrete structures. External sulfate attack is well-known for causing permanent changes in concrete. Microbially induced calcium carbonate (MICP) precipitation has been considered as a unique technique in enhancing the durability properties of concrete. This review paper discusses the possibility of bio-deposition from MICP process as a barrier in microbial treated concrete against the penetration of sulfate ions in a sulfate- rich environment. The effect associated with chemical and physical sulfate attack is discussed in line with the mechanical properties of cement such as compressive strength whereas microscopic evaluation is based on scanning electron microscopy studies. The shortcomings associated with sulfate ions in cement-based materials and the positive effects of incorporating bacillus species bacteria in sulfate rich areas is discussed. This review found that, MICP can significantly reduce the ingress of sulfate ions in cement-based materials, which results in improving the mechanical properties of the cement mortar/concrete.
Graphical Abstract
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Keywords
[1] Parastegari, N., Mostofinejad, D., & Poursina, D. (2019). Use of bacteria to improve electrical resistivity and chloride penetration of air-entrained concrete. Construction and Building Materials, 210, 588-595.
[2] Joshi, S., Goyal, S., Mukherjee, A., & Reddy, M. S. (2019). Protection of concrete structures under sulfate environments by using calcifying bacteria. Construction and Building Materials, 209, 156-166.
[3] Basheer, L., Kropp, J., & Cleland, D. J. (2001). Assessment of the durability of concrete from its permeation properties: a review. Construction and building materials, 15(2-3), 93-103.
[4] Aguiar, J. L., Camões, A., & Moreira, P. (2008). Performance of concrete in aggressive environment. International journal of concrete structures and materials, 2(1), 21-25.
[5] Ouyang, W. Y., Chen, J. K., & Jiang, M. Q. (2014). Evolution of surface hardness of concrete under sulfate attack. Construction and Building Materials, 53, 419-424.
[6] Liu, T., Zou, D., Teng, J., & Yan, G. (2012). The influence of sulfate attack on the dynamic properties of concrete column. Construction and Building Materials, 28(1), 201-207.
[7] Leemann, A., & Loser, R. (2011). Analysis of concrete in a vertical ventilation shaft exposed to sulfate-containing groundwater for 45 years. Cement and Concrete Composites, 33(1), 74-83.
[8] Macphee, D. E., & Barnett, S. J. (2004). Solution properties of solids in the ettringite-thaumasite solid solution series. Cement and Concrete Research, 34(9), 1591-1598.
[9] Neville, A. (2004). The confused world of sulfate attack on concrete. Cement and Concrete research, 34(8), 1275-1296.
[10] Santhanam, M., Cohen, M. D., & Olek, J. (2002). Mechanism of sulfate attack: A fresh look: Part 1: Summary of experimental results. Cement and concrete research, 32(6), 915-921.
[11] Massaad, G., Rozière, E., Loukili, A., & Izoret, L. (2016). Advanced testing and performance specifications for the cementitious materials under external sulfate attacks. Construction and Building Materials, 127, 918-931.
[12] Ouyang, C., Nanni, A., & Chang, W. F. (1988). Internal and external sources of sulfate ions in Portland cement mortar: two types of chemical attack. Cement and Concrete Research, 18(5), 699-709.
[13] Liu, Z., Zhang, F., Deng, D., Xie, Y., Long, G., & Tang, X. (2017). Physical sulfate attack on concrete lining–A field case analysis. Case studies in construction materials, 6, 206-212.
[14] Skalny, J., & Pierce, J. (1999). Sulfate attack: an overview. Materials Science of Concrete: Sulfate Attack Mechanisms, J. Marchand and JP Skalny, eds., The American Ceramic Society, 49-64.
[15] Santhanam, M., Cohen, M. D., & Olek, J. (2002). Mechanism of sulfate attack: A fresh look: Part 1: Summary of experimental results. Cement and concrete research, 32(6), 915-921.
[16] Glasser, F. P. (2009). Keynote paper: The thermodynamics of attack on Portland cement with special reference to sulfate. Concrete in aggressive aqueous environments-Performance, Testing, and Modeling, 3-17.
[17] Taylor, H. F. W. (1994). Sulfate reactions in concrete--microstructural and chemical aspects. Ceramic Transactions, 40 pp., 61.
[18] Thorvaldson, T. (1954). Chemical aspects of the durability of cement products, in: Proceedings of 3rd International Symposium on the Chemistry of cement, Cement and Concrete Association, London.
[19] Whittaker, M., & Black, L. (2015). Current knowledge of external sulfate attack. Advances in Cement Research.
[20] Suleiman, A. R., Soliman, A. M., & Nehdi, M. L. (2014). Effect of surface treatment on durability of concrete exposed to physical sulfate attack. Construction and Building Materials, 73, 674-681.
[21] Mehta, P. K. (1973). Mechanism of expansion associated with ettringite formation. Cement and concrete research, 3(1), 1-6.
[22] Feng, P., Garboczi, E. J., Miao, C., & Bullard, J. W. (2015). Microstructural origins of cement paste degradation by external sulfate attack. Construction and building materials, 96, 391-403.
[23] Nehdi, M. L., Suleiman, A. R., & Soliman, A. M. (2014). Investigation of concrete exposed to dual sulfate attack. Cement and Concrete Research, 64, 42-53.
[24] Scherer, G. W. (2000). Reply to the discussion by S. Chatterji of the paper,''Crystallization in pores''. Cement and Concrete Research, 30(4), 673-675.
[25] Scherer, G. W. (2004). Stress from crystallization of salt. Cement and concrete research, 34(9), 1613-1624..
[26] Müllauer, W., Beddoe, R. E., & Heinz, D. (2013). Sulfate attack expansion mechanisms. Cement and concrete research, 52, 208-215.
[27] Yu, C., Sun, W., & Scrivener, K. (2013). Mechanism of expansion of mortars immersed in sodium sulfate solutions. Cement and concrete research, 43, 105-111.
[28] Chabrelie, A. (2010). Mechanisms of degradation of concrete by external sulfate ions under laboratory and field conditions (No. THESIS). EPFL.
[29] El-Hachem, R., Rozière, E., Grondin, F., & Loukili, A. (2012). Multi-criteria analysis of the mechanism of degradation of Portland cement based mortars exposed to external sulphate attack. Cement and Concrete Research, 42(10), 1327-1335.
[30] Irassar, E. F., Gonzalez, M., & Rahhal, V. (2000). Sulphate resistance of type V cements with limestone filler and natural pozzolana. Cement and Concrete Composites, 22(5), 361-368.
[31] Uysal, M., & Sumer, M. (2011). Performance of self-compacting concrete containing different mineral admixtures. Construction and Building materials, 25(11), 4112-4120.
[32] Barcelo, L., Gartner, E., Barbarulo, R., Hossack, A., Ahani, R., Thomas, M., ... & Blair, B. (2014). A modified ASTM C1012 procedure for qualifying blended cements containing limestone and SCMs for use in sulfate-rich environments. Cement and Concrete Research, 63, 75-88.
[33] Higgins, D. D., & Crammond, N. J. (2003). Resistance of concrete containing ggbs to the thaumasite form of sulfate attack. cement and concrete Composites, 25(8), 921-929..
[34] Skaropoulou, A., Sotiriadis, K., Kakali, G., & Tsivilis, S. (2013). Use of mineral admixtures to improve the resistance of limestone cement concrete against thaumasite form of sulfate attack. Cement and Concrete Composites, 37, 267-275.
[35] Irassar, E. F., Di Maio, A., & Batic, O. R. (1996). Sulfate attack on concrete with mineral admixtures. Cement and Concrete Research, 26(1), 113-123.
[36] Wiktor, V., & Jonkers, H. M. (2015). Field performance of bacteria-based repair system: Pilot study in a parking garage. Case Studies in Construction Materials, 2, 11-17.
[37] Iheanyichukwu, C. G., Umar, S. A., & Ekwueme, P. C. (2018). A Review on Self-Healing Concrete Using Bacteria. Sustainable Structures and Materials, An International Journal, 1(1), 12-20.
[38] Joshi, S., Goyal, S., & Reddy, M. S. (2018). Influence of nutrient components of media on structural properties of concrete during biocementation. Construction and Building Materials, 158, 601-613.
[39] Joshi, S., Goyal, S., Mukherjee, A., & Reddy, M. S. (2017). Microbial healing of cracks in concrete: a review. Journal of industrial microbiology & biotechnology, 44(11), 1511-1525.
[40] Seifan, M., & Berenjian, A. (2018). Application of microbially induced calcium carbonate precipitation in designing bio self-healing concrete. World Journal of Microbiology and Biotechnology, 34(11), 168.
[41] Chen, P. Y., McKittrick, J., & Meyers, M. A. (2012). Biological materials: functional adaptations and bioinspired designs. Progress in Materials Science, 57(8), 1492-1704.
[42] Frankel, R. B., & Bazylinski, D. A. (2003). Biologically induced mineralization by bacteria. Reviews in mineralogy and geochemistry, 54(1), 95-114.
[43] Rong, H., & Qian, C. (2012). Characterization of microbe cementitious materials. Chinese science bulletin, 57(11), 1333-1338.
[44] Ramachandran, S. K., Ramakrishnan, V., & Bang, S. S. (2001). Remediation of concrete using micro-organisms. ACI Materials Journal-American Concrete Institute, 98(1), 3-9.
[45] De Muynck, W., Cox, K., De Belie, N., & Verstraete, W. (2008). Bacterial carbonate precipitation as an alternative surface treatment for concrete. Construction and Building Materials, 22(5), 875-885.
[46] Achal, V., Mukherjee, A., & Reddy, M. S. (2010). Microbial concrete: way to enhance the durability of building structures. Journal of materials in civil engineering, 23(6), 730-734.
[47] Achal, V., & Mukherjee, A. (2015). A review of microbial precipitation for sustainable construction. Construction and Building Materials, 93, 1224-1235.
[48] Dessy, A., Abyor, N., & Hadi, H. (2011). An overview of biocement production from microalgae. International Journal of Science and Engineering, 2(2), 31-33.
[49] Rong, H., Qian, C. X., & Li, L. Z. (2012). Study on microstructure and properties of sandstone cemented by microbe cement. Construction and Building Materials, 36, 687-694.
[50] Ghosh, P., Mandal, S., Chattopadhyay, B. D., & Pal, S. (2005). Use of microorganism to improve the strength of cement mortar. Cement and Concrete Research, 35(10), 1980-1983.
[51] Burne, R. A., & Chen, Y. Y. M. (2000). Bacterial ureases in infectious diseases. Microbes and Infection, 2(5), 533-542.
[52] Knoll, A. H. (2003). Biomineralization and evolutionary history. Reviews in mineralogy and geochemistry, 54(1), 329-356.
[53] Mobley, H. L., & Hausinger, R. P. (1989). Microbial ureases: significance, regulation, and molecular characterization. Microbiology and Molecular Biology Reviews, 53(1), 85-108.
[54] Li, W., Liu, L., Chen, W., Yu, L., Li, W., & Yu, H. (2010). Calcium carbonate precipitation and crystal morphology induced by microbial carbonic anhydrase and other biological factors. Process Biochemistry, 45(6), 1017-1021.
[55] Phillips, A. J., Lauchnor, E., Eldring, J., Esposito, R., Mitchell, A. C., Gerlach, R., ... & Spangler, L. H. (2012). Potential CO2 leakage reduction through biofilm-induced calcium carbonate precipitation. Environmental science & technology, 47(1), 142-149.
[56] De Muynck, W., Leuridan, S., Van Loo, D., Verbeken, K., Cnudde, V., De Belie, N., & Verstraete, W. (2011). Influence of pore structure on the effectiveness of a biogenic carbonate surface treatment for limestone conservation. Appl. Environ. Microbiol., 77(19), 6808-6820.
[57] De Muynck, W., Verbeken, K., De Belie, N., & Verstraete, W. (2013). Influence of temperature on the effectiveness of a biogenic carbonate surface treatment for limestone conservation. Applied microbiology and biotechnology, 97(3), 1335-1347.
[58] Atlas, R. M., Chowdhury, A. N., & Gauri, K. L. (1988). Microbial calcification of gypsum-rock and sulfated marble. Studies in conservation, 33(3), 149-153.
[59] Gauri, K. L., & Bandyopadhyay, J. K. (1999). Carbonate stone: chemical behavior, durability and conservation..
[60] Wang, J., Van Tittelboom, K., De Belie, N., & Verstraete, W. (2012). Use of silica gel or polyurethane immobilized bacteria for self-healing concrete. Construction and building materials, 26(1), 532-540.
[61] Bang, S. S., Galinat, J. K., & Ramakrishnan, V. (2001). Calcite precipitation induced by polyurethane-immobilized Bacillus pasteurii. Enzyme and microbial technology, 28(4-5), 404-409.
[62] Van Tittelboom, K., De Belie, N., De Muynck, W., & Verstraete, W. (2010). Use of bacteria to repair cracks in concrete. Cement and Concrete Research, 40(1), 157-166.
[63] De Belie, N., & De Muynck, W. (2008, November). Crack repair in concrete using biodeposition. In Proceedings of the International Conference on Concrete Repair, Rehabilitation and Retrofitting (ICCRRR), Cape Town, South Africa (pp. 291-292).
[64] Wiktor, V., & Jonkers, H. M. (2011). Quantification of crack-healing in novel bacteria-based self-healing concrete. Cement and Concrete Composites, 33(7), 763-770.
[65] Jonkers, H. M., & Schlangen, E. (2008). Development of a bacteria-based self healing concrete. In Proc. int. FIB symposium (Vol. 1, pp. 425-430).
[66] Wang, J. Y., Soens, H., Verstraete, W., & De Belie, N. (2014). Self-healing concrete by use of microencapsulated bacterial spores. Cement and Concrete Research, 56, 139-152.
[67] Joshi, S., Goyal, S., Mukherjee, A., & Reddy, M. S. (2019). Protection of concrete structures under sulfate environments by using calcifying bacteria. Construction and Building Materials, 209, 156-166.
[68] Mittermayr, F., Rezvani, M., Baldermann, A., Hainer, S., Breitenbücher, P., Juhart, J.,. & Proske, T. (2015). Sulfate resistance of cement-reduced eco-friendly concretes. Cement and Concrete Composites, 55, 364-373.
[69] Najjar, M. F., Nehdi, M. L., Soliman, A. M., & Azabi, T. M. (2017). Damage mechanisms of two-stage concrete exposed to chemical and physical sulfate attack. Construction and Building Materials, 137, 141-152.
[70] Aye, T., & Oguchi, C. T. (2011). Resistance of plain and blended cement mortars exposed to severe sulfate attacks. Construction and Building Materials, 25(6), 2988-2996.
[71] Lee, B. Y., & Kurtis, K. E. (2017). Effect of pore structure on salt crystallization damage of cement-based materials: Consideration of w/b and nanoparticle use. Cement and Concrete Research, 98, 61-70.
[72] Mihashi, H., & Nishiwaki, T. (2012). Development of engineered self-healing and self-repairing concrete-state-of-the-art report. Journal of Advanced Concrete Technology, 10(5), 170-184.
[73] Siddique, R., & Chahal, N. K. (2011). Effect of ureolytic bacteria on concrete properties. Construction and building materials, 25(10), 3791-3801.
[74] Khaliq, W., & Ehsan, M. B. (2016). Crack healing in concrete using various bio influenced self-healing techniques. Construction and Building Materials, 102, 349-357.
[75] Achal, V., Mukerjee, A., & Reddy, M. S. (2013). Biogenic treatment improves the durability and remediates the cracks of concrete structures. Construction and Building Materials, 48, 1-5.
[76] Maes, M., & De Belie, N. (2014). Resistance of concrete and mortar against combined attack of chloride and sodium sulphate. Cement and Concrete Composites, 53, 59-72.
[77] Nehdi, M., & Hayek, M. (2005). Behavior of blended cement mortars exposed to sulfate solutions cycling in relative humidity. Cement and Concrete Research, 35(4), 731-742.
[78] Najjar, M. F., Soliman, A. M., & Nehdi, M. L. (2014). Critical overview of two-stage concrete: Properties and applications. Construction and Building Materials, 62, 47-58.
[79] Liu, Z., Deng, D., & De Schutter, G. (2014). Does concrete suffer sulfate salt weathering?. Construction and Building Materials, 66, 692-701.
[80] Scherer, G. W. (2004). Stress from crystallization of salt. Cement and concrete research, 34(9), 1613-1624.
[81] Zhang, Y., Guo, H. X., & Cheng, X. H. (2015). Role of calcium sources in the strength and microstructure of microbial mortar. Construction and Building Materials, 77, 160-167.
[82] Xu, J., & Yao, W. (2014). Multiscale mechanical quantification of self-healing concrete incorporating non-ureolytic bacteria-based healing agent. Cement and concrete research, 64, 1-10.
[83] Nosouhian, F., Mostofinejad, D., & Hasheminejad, H. (2015). Concrete durability improvement in a sulfate environment using bacteria. Journal of Materials in Civil Engineering, 28(1), 04015064.
[84] Chahal, N., Siddique, R., & Rajor, A. (2012). Influence of bacteria on the compressive strength, water absorption and rapid chloride permeability of fly ash concrete. Construction and Building Materials, 28(1), 351-356.
[85] Vijay, K., Murmu, M., & Deo, S. V. (2017). Bacteria based self healing concrete–A review. Construction and Building Materials, 152, 1008-1014.
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