Long-term viable SF immobilized bacterial cells as sustainable solution for crack healing in concrete

被引:17
|
作者
Anand, Kamal [1 ]
Goyal, Shweta [1 ]
Reddy, M. Sudhakara [1 ,2 ]
机构
[1] Thapar Inst Engn & Technol, Dept Civil Engn, Patiala 147004, Punjab, India
[2] Thapar Inst Engn & Technol, Dept Biotechnol, Patiala 147004, Punjab, India
关键词
MICCP; Electromechanical Impedance ( EMI); Cell viability; Crack width; Silica Fume (SF); Concrete; CEMENT-BASED MATERIALS; CALCIUM-CARBONATE PRECIPITATION; EXPANDED PERLITE; DAMAGE DETECTION; SILICA FUME; MORTAR; PERFORMANCE; BIOMINERALIZATION; STRENGTH; REPAIR;
D O I
10.1016/j.istruc.2022.07.056
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Utilization of microbially induced calcium carbonate precipitation (MICCP) via biomineralization process has been considered a novel method in self healing of concrete structures. To develop MICCP as ready product for field scale construction, mineral based inoculum of higher shelf life is required. The present study focuses on this aspect of field based application of MICCP. In this study, mineral admixture (silica fume (SF), cement kiln dust (CKD) and rice husk ash (RHA)) based bacterial inoculum were developed to immobilize bacteria for self healing capabilities in concrete. The prepared inoculum was stored at varying temperature (4 C and 25 C) and the survival of bacterial cells in carrier based materials were tested on weekly basis until 180 days of storage at both temperature. After 180 days of storage, the most efficient bacterial inoculum based upon viability studies was incorporated in concrete and tested for crack healing performance. For this, crack of approximately 0.5 mm width was generated during the casting and healed using a bacteria-based healing agent (nutrient broth, urea and CaCl2). The healed cracked surface was examined through optical imaging to monitor the crack width reduction. Along with this, Electromechanical Impedance (EMI) technique was used to monitor the crack healing potential until the full healing of cracked surface was achieved. Statistical EMI indicators such as root mean square de-viation (RMSD), mean absolute percentage deviation (MAPD) and correlation coefficient deviation (CCD) were employed to quantify crack healing process. RMSD was found to be promising parameter to monitor the crack healing process and reflected an increasing trend from 1 % to 14 % in healed bacterial specimen. At the end of test, the healed specimens were subjected to bending failure to assess the strength regain. Significant regain was noticed in healed bacterial specimen (approximately 33 %) in comparison to the control. The healing mineral precipitated inside the cracks was examined through field emission scanning electron microscopy (FESEM), energy dispersive X-ray spectroscopy (EDX), X-ray diffraction (XRD) and thermogravimetric analysis (TGA) to evaluate its physicochemical attributes. The results give clear proof that the SF-based carrier material can be effectively used in healing the cracks and the crack healing process can be efficiently monitored by the EMI technique. Results further indicated that RMSD values were very effective in quantifying the progressive crack healing achieved due to MICCP precipitation.
引用
收藏
页码:1342 / 1355
页数:14
相关论文
共 31 条
  • [1] Exploring the potential of bacterial concrete: A sustainable solution for remediation of crack and durability enhancement - A critical review
    Rajadesingu, Suriyaprakash
    Mendonce, Keren Celestina
    Palani, Naveen
    Monisha, P.
    Vijayakumar, Pradeshwaran
    Ayyadurai, Saravanakumar
    CONSTRUCTION AND BUILDING MATERIALS, 2024, 439
  • [2] Behaviors of Long-term Exposure Concrete to Sulfate Solution
    Zhao, Shunbo
    Molyneaux, Thomas C. K.
    Law, David W.
    Li, Yong
    Pan, Liyun
    ADVANCES IN CIVIL ENGINEERING AND ARCHITECTURE INNOVATION, PTS 1-6, 2012, 368-373 : 790 - +
  • [3] Viable FA based bacterial cells as sustainable solution for corrosion prevention in RC structures
    Anand, Kamal
    Goyal, Shweta
    Kaur, Naveet
    Reddy, M. Sudhakara
    CONSTRUCTION AND BUILDING MATERIALS, 2023, 365
  • [4] Immobilization of (bio-)healing agents for self-healing concrete technology: Does it really ensure long-term performance?
    Fronczyk, Joanna
    Janek, Martyna
    Szel, Maciej
    Pyzik, Adam
    Franus, Wojciech
    COMPOSITES PART B-ENGINEERING, 2023, 266
  • [5] THE PREDICTION OF LONG-TERM CRACK WIDTH IN REINFORCED CONCRETE BEAMS
    Hu, Di
    Yuan, Wen-Hui
    Lu, Qing-Xian
    PROCEEDINGS OF THE TENTH INTERNATIONAL SYMPOSIUM ON STRUCTURAL ENGINEERING FOR YOUNG EXPERTS, VOLS I AND II, 2008, : 1360 - 1364
  • [6] Long-term behavior of sustainable self-compacting concrete with high volume of recycled concrete aggregates and industrial by-products
    Qin, Daqiang
    Zong, Zhenyu
    Dong, Chunru
    Guo, Zhanggen
    Tang, Liuyang
    Chen, Chuan
    Zhang, Lei
    STRUCTURAL CONCRETE, 2023, 24 (03) : 3385 - 3404
  • [7] Long-term sulfate attack on recycled aggregate concrete immersed in sodium sulfate solution for 10 years
    Santillan, L. R.
    Locati, F.
    Villagran-Zaccardi, Y. A.
    Zega, C. J.
    MATERIALES DE CONSTRUCCION, 2020, 70 (337)
  • [8] Influence of chloride and sulfate solution on the long-term durability of modified rubberized concrete
    Kumar, Rahul
    Verma, Manvendra
    Dev, Nirendra
    Lamba, Nitin
    JOURNAL OF APPLIED POLYMER SCIENCE, 2022, 139 (37)
  • [9] Self-healing concrete: Fabrication, advancement, and effectiveness for long-term integrity of concrete infrastructures
    Meraz, Md Montaseer
    Mim, Nusrat Jahan
    Mehedi, Md Tanjid
    Bhattacharya, Badhon
    Aftab, Md. Reduan
    Billah, Md. Mustakim
    Meraz, Md. Musfike
    ALEXANDRIA ENGINEERING JOURNAL, 2023, 73 : 665 - 694
  • [10] Long-Term Self-Healing Efficiency of Bioconcrete Based on Integrated Sulfate- and Nitrate-Reducing Bacterial Granules
    Chetty, Kirthi
    Garbe, Ulf
    McCarthy, Timothy
    Hai, Faisal
    Jiang, Guangming
    JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2023, 35 (09)