Concrete Technology Project: Bacterial Concrete
Introduction:
Basics of Bacterial Concrete:
As we already know that concrete structures have to bear numbers of loads and stresses due to several factors. These factors cause small or large cracks in the structure which leads towards the decrease in strength of the structure[1]. To get repaired those cracks needs different solutions. Numbers of remedial measures are available in the market as per the need of structure repair and type of crack or damage. To select an appropriate method for the repair of such small cracks or damage due to internal or external stresses is essential in terms of desired effects and economic as well[7]. As an example using epoxy materials for the repair will cost you higher amount and also it requires constant maintenance. As same use of chemical materials are not in the criteria of environment friendly process. That is the primary reason to introduce the method which is environment friendly, cost as normal concrete, provides desired strength for the specific application along with healing factor to reduce the repair and maintenance cost. Bacterial concrete is the splendid alternative for such applications[2].
The bacterial concrete is also known from various
other names as per its materials / elements. Self healing concrete, Biological
concrete are the other names of it. The bacterial concrete is formed with the
addition of specific types of bacteria into the mix. These bacterial provides
healing factor to the concrete mix against cracking without any additional
mechanism of repair due to which is also known as self healing concrete. A name
biological concrete represents the use of biological living elements in the
concrete mix.
The novel method of environment friendly crack healing using biological process in the concrete was first introduced in 1995 by Gollapudi (U.K. Gollapudi et al., 1995) quoted in the study of S.S. Bang and V. Ramakrishnan, 2001[5 - 7]. The process of using biological elements in the concrete mix is also known as bio mineralization. The process of bio mineralization is basically a precipitation of calcium carbonate caused due to incorporating calcite bacteria. When it comes in contact with water it will precipitate calcium carbonate and the formula will heal the crack[2, 3].
Above figure is representing the carbonate precipitation process in a concrete mix[19][20].
- Image A – It is representing the release of DIC (Dissolved Inorganic Carbon) & AMM (Ammonium) due to addition of Urea in the bacterial mix. In the mixture calcium ions are attracted towards the cell wall of bacteria due to opposite charges.
- Image B – Calcium carbonate’s heterogeneous precipitation takes place on the cell wall of bacteria caused by supersaturation in the presence of calcium ions.
- Image C – The whole cell encapsulated after some time.
- Image D – involvement of bacterial cell in the process of carbonate precipitation.
Application |
Organism |
Literature |
Concrete & Cement mortar |
Bacillus cereus Bacillus sp. CT-5 Bacillus pasteurii Shewanella Sporosarcina pasteurii |
Le Metayer- Leverel et al (1999) Achal et al., 2011b Ramachandran et al (2001) Ghosh et al (2005) Achal et al (2011a) |
Crack repair in concrete |
Sporosarcina pasteurii Bacillus pasteurii Bacillus pasteurii Bacillus sphaericus Bacillus sphaericus |
Bang et al (2001) Ramachandran et al (2001) Ramakrishnan (2007) De Belie et al (2008) De Muynck et al (2008a, b) |
Self Healing |
Bacillus pseudifirmus Bacillus cohnii |
Jonkers et al (2007) |
To understand better about the effects on the strength characteristics of concrete due to bacterial organism, a table of several researches is presented here. From this it will easy to understand the effects[7].
Type of Strength |
Author |
Bacteria |
Mixed with |
Increase in strength |
Compressive
Strength |
Abhijitsinh
Parmar et al. (2013) |
Bacillus
cohnii |
Ennore
Sand |
20% |
Abhijitsinh
Parmar et al. (2013) |
Bacillus sphaericus |
Ennore
Sand |
18.60% |
|
Harshad
Patel et al. (2013) |
Bacillus
cohnii |
Fly ash |
23.58% |
|
Gandhimathi
A., Suji D., and Elayarajah B. (2015) |
Bacillus
sphaericus |
Ennore
Sand |
31.11% |
|
Koustubh
A. Joshi, Madhav B. Kumthekar and Vishal P. Ghodak (2016) |
Bacillus
subtilis |
Directly
Mixed |
26.66 to
52.71% |
|
Bacillus pasteurii (NCL 24.77) |
Directly
Mixed |
26% |
||
Bacillus sphaericus (NCL 24.78) |
||||
Flexural
Strength |
Abhijitsinh
Parmar et al. (2013) |
Bacillus
sphaericus |
Ennore
Sand |
4.30% |
Abhijitsinh
Parmar et al. (2013) |
Bacillus
cohnii |
Ennore
Sand |
6.78% |
Materials:
To complete the project you will need the basic
ingredients of concrete i.e. cement, sand, aggregates, and water. In addition
as we are practicing bacterial concrete we need to add specific type of
bacterial organism in the concrete mix.
The bacteria used in concrete mix are classified in three different ways. As per shape there are Spirilla, Bacilli, Cocci. For gram stain there are gram positive and gram negative. As per oxygen demand there are Aerobic and Anaerobic bacteria[3]. Some of the common types of bacteria used in previous studeis are as follow: Bacillus subtilis, Bacillus pseudofirmus, Bacillus pasteurii, Bacillus sphaericus, Escherichia coli, Bacillus cohnii, Bacillus balodurans, Bacillus halodurans, etc.[4]
Method:
There are two methods for the application of bacterial concrete in the industry. The first method comprises application of bacteria in the concrete mix at the mixing stage. It will produce the concrete having modified properties of high durability and high strength characteristics. In the second method the bacteria are introduced in the hardened concrete for the purpose of repair of cracks and damage. The only limitation of second method is the depth of crack and its healing time. The method is not suitable for the concrete surface having crack of more than 25 mm in depth. As same the healing time may take up to one month for the complete repair of the damaged part which is not feasible in case of emergency repair works. It is notable to identify the proportion of the bacteria to be mixed in the mixture or application of bacterial mix in the crack, which can be obtained with help of mix design.Methodology:
- Selection of topic for the project in terms of property analysis or concrete production
- Selection of bacterial organism.
- Identifying the amount of concrete to be produced as per the numbers of test using volumetric calculations
- Calculation of materials with the help of mix design procedure.
- Application of mix design and producing cubes, beams or slabs of concrete for the further testing
- Discussion of result and analysis
- Conclusion
Project Scope:
As we have discussed in the above topics there are numbers of research work is going on in the industry as well as academic institutes. The selections of topics of such projects in the academic institutes are depended on the available resources, availability of specialized faculty or guide in the institute. Considering concrete technology for bacterial concrete there are limited scope in terms of research. Still, it is possible to expansion of the project by addition of other materials to analyze the combine effects of bacterial organism and admixtures. Following are the main region of topics that can be used to prepare your own project title.- Critical review on bacterial concrete
- Analysis of strength characteristics for bacterial concrete
- Analysis of concrete properties due to bacterial organism
- Analysis of bacterial organism of bacterial concrete with admixtures (mineral/chemical)
- Repair of concrete blocks using bacterial organism
References:
[6] U.K. Gollapudi, C.L. Knutson, S.S. Bang, M.R.
Islam, A new method for controlling leaching through permeable channels,
Chemosphere, Volume 30, Issue 4, 1995, Pages 695-705, ISSN 0045-6535, https://doi.org/10.1016/0045-6535(94)00435-W.
[7] Chapter 07, Abhijitsinh Parmar, Kaushal Raval, Sachin Bhavsar and Dixitkumar Patel, “Special Concretes: Materials and Mix Designs”, Studium Press (India) Pvt. Ltd., ISBN 13 : 978-93-85046-54-4.
[9] Achal, V.; Mukherjee, A. & Reddy, M.S. (2011b). Microbial Concrete: A Way to Enhance the Durability of Building Structures, J Mater Civ Eng, Vol. 23, pp. 730-734. Bang, S.S.; Galinat, J.K. & Ramakrishnan, V. (2001). Calcite precipitation induced by polyurethane-immobilized Sporosarcina pasteurii, Enzyme Microb. Technol., Vol.28, pp.404–409.
[10] De Belie, N. & De Muynck,W. (2008). Crack repair in concrete using biodeposition. In: Proc. of ICCRR, Cape Town, South Africa.
[11] De Muynck,W.; Cox, K.; De Belie, N. & Verstraete,W. (2008a). Bacterial carbonate precipitation as an alternative surface treatment for concrete, Constr. Build. Mater., Vol. 22, pp. 875–885.
[12] De Muynck,W.; Debrouwer, D.; De Belie, N. & Verstraete,W. (2008b). Bacterial carbonate precipitation improves the durability of cementitious materials, Cem. Concr. Res., Vol. 38, pp.1005–1014.
[13] Ghosh, P.; Mandal, S.; Chattopadhyay, B.D. & Pal, S. (2005). Use of microorganism to improve the strength of cement mortar, Cem. Concr. Res., Vol. 35, pp.1980–1983.
[14] Jonkers, H.M. & Schlangen, E. (2007). Crack repair by concrete-immobilized bacteria.In: Schmets, A.J.M., van der Zwaag, S. (Eds.), Proc. of First International Conference on Self Healing Materials, Noordwijk, The Netherlands.
[15] Le Metayer-Levrel, G.; Castanier, S.; Orial, G.; Loubiere, J.F. & Perthuisot, J.P. (1999). Applications of bacterial carbonatogenesis to the protection and regeneration of limestones in buildings and historic patrimony. Sedimentary Geology Vol. 126, pp. 25–34.
[16] Le Metayer-Levrel, G.; Castanier, S.; Orial, G.; Loubiere, J.F. & Perthuisot, J.P. (1999). Applications of bacterial carbonatogenesis to the protection and regeneration of limestones in buildings and historic patrimony, Sediment. Geol., Vol. 126, pp. 25–34.
[17] Ramachandran, S.K.; Ramakrishnan, V. & Bang, S.S. (2001). Remediation of concrete using micro-organisms, ACI Materials journal, Vol. 98, pp. 3–9.
[18] Ramakrishnan, V. (2007). Performance characteristics of bacterial concrete—a smart biomaterial. In: Proceedings of the First International Conference on Recent Advances in Concrete Technology, Washington, DC, 2007, pp. 67–78.
[20] Hammes, F. & Verstraete,W. (2002). Key roles of pH and calcium metabolism in microbial carbonate precipitation, Rev. Environ. Sci. Biotechnol. Vol. 1, pp. 3–7.
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