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Development of Bacterium for Crack Healing and Improving Properties of Concrete under Wet–Dry and Full-Wet Curing

Author

Listed:
  • Arunachalam Sumathi

    (School of Civil Engineering, SASTRA Deemed University, Thanjavur 613401, India)

  • Gunasekaran Murali

    (School of Civil Engineering, SASTRA Deemed University, Thanjavur 613401, India)

  • Dharmalingam Gowdhaman

    (School of Chemical and Biotechnology, SASTRA Deemed University, Thanjavur 613401, India)

  • Mugahed Amran

    (Department of Civil Engineering, College of Engineering, Prince Sattam Bin Abdulaziz University, Alkharj 11942, Saudi Arabia
    Department of Civil Engineering, Faculty of Engineering and I.T, Amran University, Quhal, Amran 9677, Yemen)

  • Roman Fediuk

    (School of Engineering, Far Eastern Federal University, 8, Sukhanova Str., 690950 Vladivostok, Russia)

  • Nikolai Ivanovich Vatin

    (Higher School of Industrial, Civil and Road Construction, Peter the Great St. Petersburg Polytechnic University, 195251 St. Petersburg, Russia)

  • Ramamurthy Deeba Laxme

    (School of Civil Engineering, SASTRA Deemed University, Thanjavur 613401, India)

  • Thillai Seenu Gowsika

    (School of Chemical and Biotechnology, SASTRA Deemed University, Thanjavur 613401, India)

Abstract

Concrete cracking is inevitable, coupled with increased permeability, exacerbating the adverse impacts of atmospheric conditions and chemical attacks. Calcium carbonate precipitation resulting from certain microorganisms’ metabolism is a novel approach that can self-heal the cracks and improve concrete properties. In this study, the development and effect of bacteria Bacillus cohnii on crack healing, regained compressive strength after pre-cracking, sorptivity, water absorption, and concrete microstructures were investigated. For this purpose, a Bacillus cohnii bacterial concentration of 10 5 cells/mL was used as a water replacement in the concrete mixtures. Two methods subsequently cured the prepared concrete specimens: wet–dry (W-D) cycle and full-wet (F-W). In the wet–dry cycle, the cast specimens were immersed in water for 24 h and then kept at room temperature for 24 h, which was considered as one cycle; this process was repeated for 28 days. In the full-wet curing, specimens were immersed in water for 28 days. However, the curing water was changed every 24 h to facilitate the essential oxygen supply for bacterial activity to precipitate calcium carbonate. The results revealed that 90% and 88% surface healing was noticed in full-wet and full-dry pre-cracked specimens at 28 days.

Suggested Citation

  • Arunachalam Sumathi & Gunasekaran Murali & Dharmalingam Gowdhaman & Mugahed Amran & Roman Fediuk & Nikolai Ivanovich Vatin & Ramamurthy Deeba Laxme & Thillai Seenu Gowsika, 2020. "Development of Bacterium for Crack Healing and Improving Properties of Concrete under Wet–Dry and Full-Wet Curing," Sustainability, MDPI, vol. 12(24), pages 1-20, December.
  • Handle: RePEc:gam:jsusta:v:12:y:2020:i:24:p:10346-:d:460223
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    Cited by:

    1. V. Arularasi & P. Thamilselvi & Siva Avudaiappan & Erick I. Saavedra Flores & Mugahed Amran & Roman Fediuk & Nikolai Vatin & Maria Karelina, 2021. "Rheological Behavior and Strength Characteristics of Cement Paste and Mortar with Fly Ash and GGBS Admixtures," Sustainability, MDPI, vol. 13(17), pages 1-18, August.

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