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Mechanical behavior and durability of fibre reinforced mortar in an aggressive environment

机译:积极环境中纤维增强砂浆的力学行为及耐久性

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This study was carried out to examine the mechanical behavior and durability of mortar with or without addition of silica fume, with and without steel fibre reinforcement. Three tests were carried out: strength, depth of pH reduction and micro-structural analysis by SEM. The mixes studied had two water cement ratios (0.5; 0.65); with a 0.5% steel fibre content and 10% silica fume content (in substitution of cement). To characterize the durability performance of the mortars studied, samples were exposed to one-year in three environments: wet environment (control samples under laboratory conditions, 20°C and 95% RH) and exposure samples: in cyclic environment (wetting and drying) and a sewage pumping station sump (an aggressive environment). SEM observations were carried out on samples to study the micro structural changes in the mortar's matrix. One sees the organic matter deposits located inside a pore and one can see the formation of the secondary ettringite. It is concluded that the compressive strength of the samples are relatively unaffected by mix type and environment. The samples exposed to sewage exhibited evidence a depth of pH reduction.
机译:进行该研究,以检查砂浆的机械性能和耐久性,有或不加入二氧化硅烟雾,有钢纤维增强。进行三次试验:强度,PH降低的深度和SEM通过SEM进行微观结构分析。研究的混合物具有两个水水泥比(0.5; 0.65);具有0.5%钢纤维含量和10%二氧化硅烟气含量(替代水泥)。为了表征所研究的迫击炮的耐久性,样品在三个环境中暴露于一年:湿环境(在实验室条件下的控制样品,20°C和95%RH)和曝光样品:在循环环境中(润湿和干燥)和污水泵站贮藏(侵略性环境)。对样品进行SEM观察,以研究砂浆基质中的微结构变化。一种观察位于孔隙内部的有机物质沉积物,可以看到次级Ettringite的形成。结论是,样品的抗压强度相对不受混合类型和环境影响。暴露于污水的样品表现出证据减少的深度。

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