Technical Papers
Apr 18, 2017

Potential Use of Enzymes in the Preparation of Compressed Stabilized Earth Blocks

Publication: Journal of Materials in Civil Engineering
Volume 29, Issue 9

Abstract

Compressed stabilized earth blocks (CSEBs) prepared with an enzyme along with a combination of cement and lime have been shown to have a nearly 50% increase in wet compressive strength after two years of aging compared with blocks prepared without enzymes. The influence of enzymes in improving the property of the blocks is confirmed by the changes induced at the microlevel as evidenced by scanning electron microscope (SEM) views. Furthermore, CSEBs prepared with enzymes are also durable and could be beneficial when used as a unit in building construction. The increased strength of the blocks with the use of microdoses of enzymes would lead to a substantial reduction in the quantity of routinely used conventional stabilizers to manufacture blocks of comparable strength and other properties.

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Acknowledgments

The authors sincerely thank Mr. Apoorva Modi of M/s Avijeet Agencies, local distributor of Nature Plus for providing TerraZyme used for this research studies.

References

ASTM. (2002). “Standard test methods for sampling and testing brick and structural clay tile.” ASTM C67-02c, West Conshohocken, PA.
ASTM. (2003). “Test methods for wetting and drying compacted soil-cement mixtures.” ASTM D559-03, West Conshohocken, PA.
BIS (Bureau of Indian Standards). (1984). “Specification for building limes.” BIS IS 712, New Delhi, India.
BIS (Bureau of Indian Standards). (1987a). “Compendium of Indian standards on soil engineering: Lab testing of soils for civil engineering purposes.” BIS SP 36, New Delhi, India.
BIS (Bureau of Indian Standards). (1987b). “Specification for 53 grade ordinary portland cement.” BIS IS 12269, New Delhi, India.
BIS (Bureau of Indian Standards). (1992). “Methods of tests of burnt clay building bricks—Determination of compressive strength.” BIS IS 3495, New Delhi, India.
BIS (Bureau of Indian Standards). (2013). “Specification for soil based blocks used in general building construction.” BIS IS 1725, New Delhi, India.
Brazetti, R. (1998). “Consideracoes sobre a influencia de distintos aditivos organicos nas caracteristicas micromorfologicas, mineralogicas, fisicas, mecanicas e hidraulicas de um solo lateritico.”, Getty Conservation Institute, Mali Ministry of Culture, Bamako, Mali.
Goodwin, J. F., and West, H. W. H. (1980). “A review of the literature on mortar/brick bond.”, British Ceramic Research Association, Stoke-on-Trent, U.K.
Guettala, A, Houari, H, Mezghiche, B., and Chebili, R. (2002). “Durability of lime stabilized earth blocks.” Courrier du Savoir, 2, 61–66.
Houben, H., and Guillaud, H. (1994). Earth construction—A comprehensive guide, Intermediate Technology Publications, London.
Isaac, K. P., Biju, P. B., and Veeraragavan, A. (2003). “Soil stabilization using bio-enzyme for rural roads.” Integrated development of rural an arterial road networks for socio-economic development, Indian Road Congress, New Delhi, India.
Kavak, A., and Baykal, G. (2012). “Long-term behavior of lime-stabilized kaolinite clay.” Environ. Earth Sci., 66(7), 1943–1955.
Kerali, A. G. (2001). “Durability of compressed and cement-stabilized building blocks.” Ph.D. thesis, Univ. of Warwick, Coventry, U.K.
Khan, T. A., and Taha, M. R. (2015). “Effect of three bioenzymes on compaction, consistency limits and strength characteristics of a sedimentary residual soil.” Adv. Mater. Sci. Eng., 2015, 1–9.
Miqueleiz, L., Ramirez, F., Seco, A., and Nidzam, R. M. (2012). “The use of stabilised Spanish clay soil for sustainable construction materials.” Eng. Geol., 133–134, 9–15.
Nagaraj, H. B., Sravan, M. V., Arun, T. G., and Jagadish, K. S. (2014). “Role of lime with cement in long-term strength of compressed stabilized earth blocks.” Int. J. Sustainable Built. Environ., 3(1), 54–61.
Olivier, M., and Mesbah, A. (1987). “Influence of different parameters on the resistance of earth, used as a building materials.” Int. Conf. on Mud Architecture, Trivandrum, India.
Prakash, K., and Sridharan, A. (2004). “Free swell ratio and clay mineralogy of fine-grained soils.” Geotech. Test. J., 27(2), 220–225.
Raheem, A. A., Bello, O. A., and Makinde, O. A. (2010). “A comparative study of cement and lime stabilized lateritic interlocking blocks.” Pac. J. Sci. Technol., 11(2), 27–34.
Rajoria, V., and Kaur, S. (2014). “A review on stabilization of soil using bio-enzyme.” Int. J. Res. Eng. Technol., 3(1), 77–78.
Ravishankar, A. U., Rai, H. K., and Mithanthaya, R. (2009). “Bio-enzyme stabilized lateritic soil as a highway material.” J. Road Congress, 70(2), 143–151.
Reddy, B. V. V., (1991). “Studies on static soil compaction and compacted soil cement blocks for walls.” Ph.D. thesis, Dept. of Civil Engineering, Indian Institute of Science, India.
Reddy, B. V. V., and Jagadish, K. S. (1989). “Properties of soil cement blocks masonry.” Masonry Int., 2, 80–84.
Reddy, B. V. V., and Jagadish, K. S. (1995). “Influence of soil composition on the strength and durability of soil cement blocks.” Indian Concr. J., 69(9), 517–524.
Reddy, B. V. V., and Walker, P. (2005). “Stabilised mud blocks: Problems, prospects.” Proc., Int. Earth Building Conf. Earth-Build 2005, Sydney, Australia, 63–75.
Spence, R. J. S. (1975). “Predicting the performance of soil-cement as a building material in tropical countries.” Build. Sci., 10(2), 155–159.
Sravan, M. V., and Nagaraj, H. B. (2015). “Preliminary study on use of TerraZyme as a bio stabilizer along with cement and lime in compressed stabilized earth blocks.” 1st Int. Conf. on Bio-Based Building Materials, RILEM, Clermont-Ferrand, France, 674–681.
Venkatasubramanian, C., and Dhinakaran, G. (2011). “Effect of bio-enzymatic soil stabilisation on unconfined compressive strength and California bearing ratio.” J. Eng. Appl. Sci., 6(5), 295–298.
Walker, P., and Stace, T. (1997). “Properties of some cement stabilized compressed earth blocks and mortars.” Mater. Struct., 30(9), 545–551.
Wild, S., Arabi, M., and Leng-Ward, G. (1986). “Soil-lime reaction and microstructural development at elevated temperatures.” Clay Minerals, 21(3), 279–292.
Zhang, X., Zhang, X. P., Peng, H. T., Xia, Q., and Wang, J. (2013). “Relation of microstructure and unconfined compression strength of soil stabilized with TerraZyme.” Adv. Mater. Res., 664, 760–763.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 29Issue 9September 2017

History

Received: Aug 10, 2016
Accepted: Jan 24, 2017
Published ahead of print: Apr 18, 2017
Published online: Apr 19, 2017
Published in print: Sep 1, 2017
Discussion open until: Sep 19, 2017

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Authors

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Research Scholar, BMS College of Engineering, Bangalore, Karnataka 560004, India (corresponding author). ORCID: https://orcid.org/0000-0003-3108-5716. E-mail: [email protected]
Honne Basanna Nagaraj
Professor, BMS College of Engineering, Bangalore, Karnataka 560004, India.

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