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Degradation mechanisms of cast-in-situ concrete subjected to internal-external combined sulfate attack

机译:内外硫酸盐攻击的原位混凝土的降解机制

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In this paper, an experimental study was conducted to reveal the degradation mechanisms of cast-in-situ concrete induced by internal-external combined sulfate attack. The internal sulfate attack of concrete was conducted by adding extra sodium sulfate in concrete mixtures. Meanwhile, the external sulfate attack of concrete was investigated by immersing samples in the sodium sulfate solutions. The dimensions, mass, compressive strength and the sulfate concentration in the tested specimens were continuously monitored. The microstructure and mineral phases of tested concrete were identified after the immersion. Results illustrate that chemical attack is the main cause of degradation for fully immersed concrete in sulfate-rich environments. Cast-in-situ concrete suffers a fast and severe degradation when subjected to internal-external combined sulfate attack. Internal sulfate attack significantly retards the strength development of concrete in the early corrosion stage. Development of crack system is remarkably accelerated by internal sulfate attack hence inducing a relatively faster penetration of external sulfate ions. (C) 2020 Elsevier Ltd. All rights reserved.
机译:本文进行了实验研究,揭示了内部外部硫酸盐侵袭诱导的原位混凝土的降解机制。通过在混凝土混合物中加入额外的硫酸钠进行混凝土的内部硫酸盐攻击。同时,通过将样品浸入硫酸钠溶液中来研究混凝土的外部硫酸盐攻击。连续监测测试标本中的尺寸,质量,抗压强度和硫酸盐浓度。浸渍后鉴定了经测试混凝土的微观结构和矿物相。结果说明化学攻击是完全浸没在富含硫酸盐环境中的降解的主要原因。当受到内部外部硫酸盐攻击时,铸造原位混凝土患有快速严重的降解。内部硫酸盐攻击显着延缓了早期腐蚀阶段混凝土的强度发展。通过内部硫酸盐攻击显着加速裂纹系统的发展,因此诱导外部硫酸盐离子的渗透率相对更快。 (c)2020 elestvier有限公司保留所有权利。

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