Synergistic effects of microencapsulated bacterial spores and superabsorbent polymer on self-healing performance in mortar

被引:22
|
作者
Chindasiriphan, Pattharaphon [1 ]
Subwilai, Nattachai [1 ]
Intarasoontron, Jirapa [2 ]
Nuaklong, Peem [3 ]
Jongvivatsakul, Pitcha [1 ]
Chompoorat, Thanakorn [4 ]
Pungrasmi, Wiboonluk [2 ]
Likitlersuang, Suched [5 ]
机构
[1] Chulalongkorn Univ, Fac Engn, Ctr Excellence Innovat Construct Mat, Dept Civil Engn, Bangkok 10330, Thailand
[2] Chulalongkorn Univ, Fac Engn, Dept Environm Engn, Bangkok 10330, Thailand
[3] Thammasat Univ, Thammasat Sch Engn, Dept Civil Engn, Fac Engn,Res Unit Sci & Innovat Technol Civil Engn, Pathum Thani 12120, Thailand
[4] Univ Phayao, Sch Engn, Dept Civil Engn, Phayao 56000, Thailand
[5] Chulalongkorn Univ, Fac Engn, Ctr Excellence Geotech & Geoenvironm Engn, Dept Civil Engn, Bangkok 10330, Thailand
关键词
Self -healing concrete; Bacterial spores; MICP; Superabsorbent polymer; Permeability; CEMENTITIOUS MATERIALS; CALCIUM-CONCENTRATION; WATER PENETRATION; CONCRETE; CARBONATE; MICROSTRUCTURE; HYDRATION; STRENGTH; SAPS;
D O I
10.1016/j.conbuildmat.2024.135005
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This study explores the feasibility of utilizing a superabsorbent polymer (SAP) to improve the self-healing performance of microbial-induced calcium carbonate precipitation (MICP) in cement-based materials. The amount of microencapsulated bacterial spores was varied from 0.25-1 % by cement weight. The SAP content was set to either 0 or 4 % by cement weight. As additives, the impact of SAP and MICP bacteria on mortar properties, including flowability and compressive strength, was assessed. The self-healing performance was evaluated based on crack-healing percentage and water permeability recovery. Microstructural analyses, including thermogravimetry/differential thermal analysis (TG/DTA), X-ray diffraction (XRD), and scanning electron microscopy with energy dispersive X-ray spectroscopy (SEM-EDS), were performed to investigate the microstructural and chemical changes during the healing process. The findings revealed that specimens exclusively mixed with 4 % SAP exhibited a slightly lower crack-closure efficiency compared to those mixed exclusively with 1 % MICP bacteria. However, the SAP-containing specimens exhibited a higher degree of permeability recovery. Meanwhile, in the binary additive system with 0.5 % MICP bacteria and 4 % SAP, the specimens exhibited the highest crack-closure percentage of 91 % and a final water discharge rate of 15 mL/min after 45 days of healing. In contrast, specimens mixed exclusively with 1 % MICP bacteria showed a crack-closure percentage of 76 % and a final water discharge rate of 59 mL/min. These results suggest that incorporating SAP into the MICP system enables a reduction in MICP bacterial content without compromising self-healing performance.
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页数:15
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