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Performance of Bio Concrete by Using Bacillus Pasteurii Bacteria
In concrete, cracking is a common phenomenon due to its relatively low tensile strength , which occurs due to external loads and imposed deformations. The main research objective is to create a kind of self-healing concrete by employing mineral producing bacteria Bacillus pasteurii to locate the rift in the most favourable circumstances for autogenous healing to take place. Self-healing concrete containing bacteria has been generated for this study through the application of bacterial self-healing elements as spores and nutrients with different percentages of bacteria ranging from (10% - 25%) as a replacement of mixing water is added at the time of pouring. The bacteria influence was observed by Scanning Electron Microscope (SEM) and with Energy Dispersive X-ray Spectrometer. The mechanical properties and durability of a thirty-five mixture were examined. The optimal blending content proportion was 10SF20BC, which showed an increment in compressive strength and flexural strength compared to the control mixture to reach 79.16%, 50% respectively and 24.38% enhancement in sulfate resistance. The highest percentage of calcium carbonate precipitations was 9.49% of a weight of mixtures elements, which, in turn, revealed the highest area repair rate, which was able to fill the crack with widths leads to 0.80 mm.
Performance of Bio Concrete by Using Bacillus Pasteurii Bacteria
In concrete, cracking is a common phenomenon due to its relatively low tensile strength , which occurs due to external loads and imposed deformations. The main research objective is to create a kind of self-healing concrete by employing mineral producing bacteria Bacillus pasteurii to locate the rift in the most favourable circumstances for autogenous healing to take place. Self-healing concrete containing bacteria has been generated for this study through the application of bacterial self-healing elements as spores and nutrients with different percentages of bacteria ranging from (10% - 25%) as a replacement of mixing water is added at the time of pouring. The bacteria influence was observed by Scanning Electron Microscope (SEM) and with Energy Dispersive X-ray Spectrometer. The mechanical properties and durability of a thirty-five mixture were examined. The optimal blending content proportion was 10SF20BC, which showed an increment in compressive strength and flexural strength compared to the control mixture to reach 79.16%, 50% respectively and 24.38% enhancement in sulfate resistance. The highest percentage of calcium carbonate precipitations was 9.49% of a weight of mixtures elements, which, in turn, revealed the highest area repair rate, which was able to fill the crack with widths leads to 0.80 mm.
Performance of Bio Concrete by Using Bacillus Pasteurii Bacteria
Metwally, Gehad A. M. (author) / Mahdy, Mohamed (author) / Abd El-Raheem, Ahmed El-Raheem H. (author)
2020-08-01
doi:10.28991/cej-2020-03091559
Civil Engineering Journal; Vol 6, No 8 (2020): August; 1443-1456 ; 2476-3055 ; 2676-6957
Article (Journal)
Electronic Resource
English
DDC:
690
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