Experimental study on the products of coupling effect between microbial induced carbonate precipitation (MICP) and the pozzolanic effect of metakaolin

IF 6.7 2区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
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Abstract

In this paper, the performance of the products resulting from of coupling effect between microbial induced carbonate precipitation (MICP) and the pozzolanic effect of metakaolin in the same system is analyzed and discussed in depth. The inoculation parameters of the bacterial solution were optimized, and a method of increasing pH of medium step by step was used to acclimate the alkali tolerance adaptation of Sporosarcina pasteurii. Mixed slurries (MC-M) were prepared and cured for 30 days and 180 days using a ratio of metakaolin (MK) to calcium hydroxide (CH) of 1:1, the bacterial solution as mixing water and calcium acetate as the source of introduced calcium. The compressive strength of the specimens was compared and the properties of the products cured for 180d were analyzed based on test methods such as nanoindentation, SEM, XRD, and TG-DSC. The test results show that the macroscopic mechanical properties of the MC-M specimens were effectively improved and the discrete degree of the micromechanical property parameters was reduced. The particle size distribution of the products increased, within 0.9–12 μm. The decomposition temperature of calcium carbonate in the products decreased, and the water loss temperature of the hydrated products increased. CaCO3 contains both aragonite and calcite phases, and the phase compositions of the hydrated products became more stable. This work demonstrates that MICP accelerates the depletion of CH in the pozzolanic reaction system and promotes the transformation of the hydration product phase composition. The pozzolanic effect reduces the particle size and degree of accumulation of calcite produced by MICP, resulting in a denser cured product. This phenomenon is referred to as the “coupling effect” of the two reactions and positively affects the mechanical properties, providing a new research idea on materials and methods for repairing concrete cracks.
微生物诱导碳酸盐沉淀(MICP)与偏高岭土水胶作用耦合效应产物的实验研究
本文深入分析和讨论了同一体系中微生物诱导碳酸盐沉淀(MICP)与偏高岭土胶凝效应耦合效应所产生的产物的性能。对菌液的接种参数进行了优化,并采用逐步提高培养基 pH 值的方法来适应巴氏芽孢杆菌的耐碱适应性。以偏高岭土(MK)和氢氧化钙(CH)的比例为 1:1,以菌液为混合水,以醋酸钙为钙源,制备了混合泥浆(MC-M),并分别固化了 30 天和 180 天。根据纳米压痕、扫描电镜、XRD 和 TG-DSC 等测试方法,对试样的抗压强度进行了比较,并对固化 180 天的产品性能进行了分析。测试结果表明,MC-M 试样的宏观力学性能得到了有效改善,微观力学性能参数的离散程度降低。产品粒径分布增大,在 0.9-12 μm 范围内。产品中碳酸钙的分解温度降低,水合产品的失水温度升高。CaCO3 同时含有文石相和方解石相,水合产物的相组成变得更加稳定。这项研究表明,MICP 加快了水胶凝反应体系中 CH 的消耗,促进了水合产物相组成的转变。这种水胶凝作用减小了 MICP 产生的方解石的粒径和堆积程度,从而使固化产物更加致密。这种现象被称为两种反应的 "耦合效应",对力学性能产生积极影响,为混凝土裂缝修复材料和方法提供了新的研究思路。
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来源期刊
Journal of building engineering
Journal of building engineering Engineering-Civil and Structural Engineering
CiteScore
10.00
自引率
12.50%
发文量
1901
审稿时长
35 days
期刊介绍: The Journal of Building Engineering is an interdisciplinary journal that covers all aspects of science and technology concerned with the whole life cycle of the built environment; from the design phase through to construction, operation, performance, maintenance and its deterioration.
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