The Utilization of Bacillus Subtilis Bacteria to Improve the Mechanical Properties of Concrete

https://doi.org/10.22146/jcef.60216

Sudipto Nath Priyom(1*), Md. Moinul Islam(2), Wahhida Shumi(3)

(1) PG Student, Department of Civil Engineering, Chittagong University of Engineering & Technology, Chattogram, Bangladesh
(2) Professor, Department of Civil Engineering, Chittagong University of Engineering & Technology, Chattogram, Bangladesh
(3) Professor, Department of Microbiology, University of Chittagong, Chattogram, Bangladesh
(*) Corresponding Author

Abstract


The utilization of concrete as a building material is well-known worldwide and increasing continuously due to its sustainability, low maintenance cost, durability, performance, etc. The ingredients of concrete, its constructional methodology, and exposure conditions have been observed to be moderating and improving daily but the focus of this research is on the laboratory investigation of Bacterial Concrete which is the technology established on the application of the mineral producing microbes like Bacillus subtilis which have the properties of bio-calcification and the ability to precipitate CaCO3 effectively inside concrete structures. This CaCO3 precipitation is able to fill the pores and cracks internally and this subsequently makes the structure to become more compact. Nutrient Broth (NB) media was employed for the growth and spore formation of Bacillus subtilis bacteria in this experimental study and four different bacterial culture densities including 0.107, 0.2, 0.637, and 1.221 were estimated at OD600 and directly added to the concrete matrix using the previously fixed water to culture ratio of 0.5:0.5. Moreover, 100 mm cubical concrete specimens were cast, subjected to compressive and tensile strength tests for different curing ages, and finally compared with Conventional Concrete with OD600=0. A significant increase was observed in the mechanical strengths due to the addition of Bacillus subtilis bacteria in concretes with a culture density of 0.637. Furthermore, cylindrical concrete specimens with 100 mm diameter and 200 mm height were prepared for Ultrasonic Pulse Velocity (UPV) analysis and the results showed specimens prepared with culture density of 0.637 have higher pulse velocity than other microbial groups. A UPV vs. compressive strength relationship curve was, however, later proposed for different strengths of concrete.

Keywords


Bacterial Concrete; MICP Technique; Bacillus subtilis; Nutrient Broth Media; Optical Density.

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References

Schlangen, E., & Joseph, C., 2009. Self-Healing Processes in Concrete, In: Self-Healing Materials, Eds., Weinheim : Wiley-VCH Verlag GmbH & Co. KGaA.

Zhang, Z., Weng, Y., Ding, Y., & Qian, S. 2019. Use of Genetically Modified Bacteria to Repair Cracks in Concrete, Materials (Basel), 12(23):3912.

Wiktor, V., & Jonkers, H. M. 2011. Quantification of crack-healing in novel bacteria-based self-healing concrete, Cement & Concrete Composites, 33, pp. 763-770.

Anderson, S, Appanna, VD, Huang, J, & Viswanatha, TA 1992. Novel role for calcite in calcium homeostasis. FEBS Lett, 308(1), pp. 94-6.

Elżbieta Stanaszek-Tomal, 2020. Bacterial Concrete as a Sustainable Building Material?, Sustainability, 12(2), pp. 696.

Behnood, A., Van Tittleboom, K., & De Belie, N. 2016. Method of Measuring pH in Concrete: A Review, Construction and Building Materials, 105, pp. 176-188.

Wang, J., Ersan, Y. C., Boon, N, & De Belie, N. 2016. Application of microorganisms in concrete: A promising sustainable strategy to improve concrete durability. Appl. Microbiol. Biotechnol, 100(7), pp. 2993–3007.

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), pp. 157–166.

Saifee, S. N., Lad, D. M., & Juremalani, J. R. 2015. Critical appraisal on Bacterial Concrete, IJRDO - Journal of Mechanical And Civil Engineering (ISSN: 2456-1479), 1(3), pp. 10-14.

Castro-Alonso, M. J., Montañez-Hernandez, L. E., Sánchez-Muñoz, M. A., Franco, M. R., Narayanasamy, R., & Balagurusamy, N. 2019. Microbially Induced Calcium Carbonate Precipitation (MICP) and Its Potential in Bioconcrete: Microbiological and Molecular Concepts. Frontiers in Materials, 6(126).

ASTM C188, 2017. Standard Test Method for Density of Hydraulic Cement. West Conshohocken: ASTM International.

ASTM C778, 2013. Standard Specification for Standard Sand. West Conshohocken: ASTM International.

ASTM C33, 2016a. Standard Specification for Concrete Aggregates. West Conshohocken: ASTM International.

American Public Health Association, 1917. Standard methods of water analysis, 3rd ed. Washington, D.C: American Public Health Association.

Keiran Stevenson et al., 2016. General calibration of microbial growth in microplate readers, Scientific Reports, 6(38828).

Manikandan, A. T., & Padmavati, A., 2015. An Experimental Investigation on Improvement ofConcrete Serviceability by using Bacterial Mineral Precipitation, IJRSI, 2(3).

ASTM C1602, 2018. Standard Specification for Mixing Water Used in the Production of Hydraulic Cement Concrete. West Conshohocken: ASTM International.

ASTM C192, 2019. Standard Practice for Making and Curing Concrete Test Specimens in the Laboratory. West Conshohocken: ASTM International.

ACI 211, 2002. Standard Practice for Selecting Proportions for Normal, Heavyweight, and Mass Concrete. Farmington Hills : 38800 Country Club Drive.

ASTM C39, 2016b. Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens. West Conshohocken: ASTM International.

Ehrlich, H .L., 1999. Microbes as Geologic Agents: Their Role in Mineral Formation, Geomicrobiol. J, 16, pp. 135-153.

Niveditha, M., Hussain A, Zahir., Hidhaya, Fauzil., & Devi R, Anusuya., 2016. Evaluation of Bio-calcification and Strength Aspects in Bacterial Concrete with Bacillus Subtillis, International Journal of Engineering Research & Technology (IJERT), 5(11).

Reddy, S, Rao, MVS, Satya, A, & Azmatunnisa, M 2012. A Biological Approach to Enhance Strength And Durability in Concrete Structure,
International Journal of Advances in Engineering & Technology.

ASTM C496, 2017. Standard Test Method for Splitting Tensile Strength of Cylindrical Concrete Specimens. West Conshohocken: ASTM International.

Popovics, S., 1998. Relations between various strength of concrete, Auburn University, AL 36849, United States.

ASTM C597, 2016. Standard Test Method for Pulse Velocity through Concrete. West Conshohocken: ASTM International.

Saha, A. K., Majhi, S., Sarker, P. K., Mukherjee, A., Siddika, A., Aslani, F. & Zhuge, Y. 2020. Non-destructive prediction of strength of concrete made by lightweight recycled aggregates and nickel slag, Journal of Building Engineering, 33(101614).

Prasad, C. V. M. R., & Lakshmi, T. V. S. V., 2020. Experimental investigation on bacterial concrete strength with Bacillus subtilis and crushed stone dust aggregate based on ultrasonic pulse velocity, Materials Today: Proceedings, 27(2), pp. 1111-1117.



DOI: https://doi.org/10.22146/jcef.60216

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