耐久性混凝土自生和自主自愈技术的耦合行为

IF 1.8 4区 工程技术 Q3 ENGINEERING, CIVIL
Ahmed Hassanin, Amr El-Nemr, Hesham F. Shaaban, Messaoud Saidani, Ibrahim G. Shaaban
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引用次数: 0

摘要

最近关于自愈合混凝土的研究表明,不同技术之间存在一些缺点和矛盾,如浇注困难、愈合剂释放、制备复杂、防菌安全要求高、膨胀不良以及愈合产品生成的不确定性。尽管存在这些局限性,混合技术还是被提出并显示出良好的效果。本文通过利用枯草芽孢杆菌、粉煤灰等矿物掺合料和聚乙烯醇纤维(PVA),探索了两种技术(自主技术和自生技术)的混合应用。实验项目包括通过分配六种混合物(包括对照 OPC)来评估细菌、粉煤灰和 PVA 纤维耦合后的自愈合效率。这六种混合物都添加了一定浓度的细菌和不同比例的 PVA 纤维:1%、1.5% 和 2%,同时用 20% 的粉煤灰部分替代水泥替代物,而最后一种混合物则同时添加了细菌、粉煤灰和 1% 的 PVA 纤维。除了吸水率和吸水率等传输特性外,还考察了抗压强度和抗折强度等机械特性,以用于混凝土修复和复原。结果表明,与添加 PVA 的混凝土相比,在 28 天龄期的干湿循环养护过程中,枯草芽孢杆菌能显著提高抗压和抗折强度,同时降低吸水率和吸水率。另一方面,耦合效应在更长的龄期(56 天)内可大幅提高 63% 的强度,这表明这种方法具有长期修复混凝土的潜力。尽管存在枯草杆菌存活菌的挑战,但细菌和 PVA 纤维的耦合在长期保持修复混凝土的耐久性方面表现出了卓越的性能。
本文章由计算机程序翻译,如有差异,请以英文原文为准。

Coupling Behavior of Autogenous and Autonomous Self-Healing Techniques for Durable Concrete

Coupling Behavior of Autogenous and Autonomous Self-Healing Techniques for Durable Concrete

Recent research on self-healing concrete has shown some drawbacks and conflicts between the different techniques such as difficulty in casting, healing agent release, preparation complexity, high safety requirements against bacteria protection, undesirable expansion, and uncertainty in healing product generation. Despite these limitations, the hybrid technique was suggested and showed promising results. This paper explores the hybridization of the two techniques; autonomous and autogenous by utilizing the B. subtilis bacteria, mineral admixtures like fly ash, and polyvinyl alcohol fibers (PVA) together. The experimental program involves assessing the self-healing efficiency when coupling the bacteria, fly ash, and PVA fiber by assigning six mixtures, including a control OPC. The six mixtures encountered the bacteria addition at certain concentrations and varying PVA fiber percentages; 1, 1.5, and 2% while partially replacing the cement replacement with 20% fly ash, while the last mixture combines both the bacteria, fly ash, and 1% PVA fiber. Mechanical properties such as compressive and flexural strength, in addition to, water absorption and sorptivity as transport properties were examined for concrete repair and restoration purposes. The results reveal that the B. subtilis bacteria significantly enhance the compressive and flexural strength recovery along with lowering sorptivity and absorption rate compared to those with PVA addition when exposed to wet and dry cycles of curing at 28 days of age. The coupling effect, on the other hand, provides a substantial gain in strength of 63% at a longer age (56 days), indicating the potential of this approach for long-term concrete repair. Despite the challenges of the B. subtilis survival bacteria, the coupling of both bacteria and PVA fiber demonstrates superior performance in maintaining the durability of repaired concrete in the long term.

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来源期刊
CiteScore
3.90
自引率
5.90%
发文量
83
审稿时长
15 months
期刊介绍: International Journal of Civil Engineering, The official publication of Iranian Society of Civil Engineering and Iran University of Science and Technology is devoted to original and interdisciplinary, peer-reviewed papers on research related to the broad spectrum of civil engineering with similar emphasis on all topics.The journal provides a forum for the International Civil Engineering Community to present and discuss matters of major interest e.g. new developments in civil regulations, The topics are included but are not necessarily restricted to :- Structures- Geotechnics- Transportation- Environment- Earthquakes- Water Resources- Construction Engineering and Management, and New Materials.
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