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Updated: May 13, 2025

Sandy Soil Improvement through Microbially Induced Calcite Precipitation MICP by Immersion
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提高了子纤维和石英废水泥复合材料的性能,使用加速碳化

Tamires Galvão Tavares Pereira1, Douglas Lamounier Faria2, Danillo Wisky Silva3

  • 1Department of Forest Science, Perimetral Av, Federal University of Lavras-UFLA, POB 3037, Lavras, MG, 37200 - 900, Brazil.

Environmental science and pollution research international
|April 14, 2025
PubMed
概括

加速碳化增强了子纤维-水泥复合材料,通过减少孔隙性和增加性. 这种可持续的方法有望创造更强,更轻的纤维水泥材料,在12小时的碳化过程中获得最佳效果.

关键词:
农业工业废弃物 农业工业废弃物生物复合材料是一种生物复合材料.这是一个水泥矩阵.挤出过程中的挤出工艺.矿业废弃物矿业废弃物物理机械性质 物理机械性质

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Carbonation Shrinkage01:24

Carbonation Shrinkage

Atmospheric CO2 penetrates the concrete's pores and, in the presence of moisture, forms carbonic acid, which then reacts with calcium hydroxide in the hydrated cement, forming calcium carbonate. This process reduces the concrete's volume and is termed carbonation shrinkage.
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Fiber Reinforced Concrete01:22

Fiber Reinforced Concrete

Fiber-reinforced concrete significantly enhances the structural and nonstructural properties of traditional concrete by incorporating fibers like steel, glass, and polymers. These fibers, varying from natural ones such as sisal and cellulose to manufactured ones like polypropylene and Kevlar, are mixed into hydraulic cement with aggregates. Steel fibers, often preferred for their robustness, contribute to improved ductility, toughness, and post-cracking performance. The concrete is classified...
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Pozzolans are siliceous or aluminous materials blended with Portland cement. They interact with the calcium hydroxide produced during the hydration of Portland cement and contribute to improved strength and durability of concrete. The pozzolanic activity, a measure of a pozzolan's effectiveness, is typically assessed using the strength activity index, as defined in ASTM C 618-93, which calculates the ratio of the compressive strength of cement mixtures with and without pozzolan.
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Abrasion Resistance of Concrete01:23

Abrasion Resistance of Concrete

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