Statistical and experimental study on microcrack of mortar by a self-healing agent of bacteria adsorbed by expanded perlite

IF 1.7 4区 材料科学 Q3 MATERIALS SCIENCE, MULTIDISCIPLINARY Multidiscipline Modeling in Materials and Structures Pub Date : 2023-09-19 DOI:10.1108/mmms-12-2022-0285
Hong-Feng Li, Jun Sun, Xiao-Yong Wang, Lei-Lei Xing, Guang-Zhu Zhang
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Abstract

Purpose The purpose of this paper is to add expanded perlite (EP) immobilized microorganisms that replace part of the standard sand in mortar to improve the self-healing ability of mortar cracks and reduce the water absorption of mortar after healing. Design/methodology/approach Bacillus pseudofirmus spores were immobilized with EP particles as self-healing agents. The effects of adding self-healing agents on the compressive strength of mortar specimens were observed. The ability of mortar specimens to heal cracks was evaluated using crack microscopic observation and water absorption experiments. The filler at the cracks was microscopically analyzed by scanning electron microscope and X-ray diffraction experiments. Findings First, the internal curing effect of EP promotes the hydration of cement in mortar, which generates more amount and denser crystal structure of Ca(OH)2 at mortar cracks and improves the self-healing ability of mortar. Second, the self-healing ability of mortar improves with the increase of self-healing agent admixture. Adding a self-healing agent of high admixture makes the planar undulation of calcite crystal accumulation at mortar cracks more significant. Finally, the initial crack widths that can be completely healed by adding EP and self-healing agents to the mortar are 200 µm and 600 µm, respectively. Originality/value The innovation points of this study are as follows. (1) The mechanism of the internal curing effect of EP particles on the self-healing ability of mortar cracks was revealed by crack microscopic observation tests and microscopic experiments. (2) The effect of different self-healing agent amounts on the self-healing ability of mortar cracks has been studied. (3) The effects of EP particles and self-healing agents on healing different initial widths were elucidated by crack microscopic observation tests. Graphical abstract
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膨胀珍珠岩吸附细菌自愈剂对砂浆微裂纹的统计与实验研究
目的在砂浆中加入膨胀珍珠岩(EP)固定化微生物,取代部分标准砂,提高砂浆裂缝的自愈合能力,降低砂浆愈合后的吸水率。设计/方法/方法用EP颗粒作为自愈剂固定假硬芽孢杆菌孢子。研究了添加自愈剂对砂浆试件抗压强度的影响。采用裂缝微观观察和吸水试验对砂浆试件的自愈能力进行了评价。采用扫描电子显微镜和x射线衍射实验对裂纹处的填充物进行了微观分析。首先,EP的内部养护作用促进了砂浆中水泥的水化作用,使砂浆裂缝处Ca(OH)2生成量更多、晶体结构更致密,提高了砂浆的自愈能力。其次,砂浆的自愈能力随着自愈剂掺量的增加而提高。高掺量自愈剂的加入使方解石晶体在砂浆裂缝处堆积的平面波动更加明显。最后,在砂浆中添加EP和自愈剂可完全愈合的初始裂缝宽度分别为200µm和600µm。本研究的创新点如下:(1)通过裂缝细观试验和细观实验,揭示EP颗粒内部养护作用对砂浆裂缝自愈能力的作用机理。(2)研究了不同自愈剂用量对砂浆裂缝自愈能力的影响。(3)通过裂纹微观观察试验,阐明了EP颗粒和自愈剂对不同初始宽度裂纹愈合的影响。图形抽象
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来源期刊
CiteScore
3.70
自引率
5.00%
发文量
60
期刊介绍: Multidiscipline Modeling in Materials and Structures is published by Emerald Group Publishing Limited from 2010
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