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Effect of Carbonation on the Compressive Strength Development of Laterized Concrete

机译:碳酸化对透明混凝土抗压强度发展的影响

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Laterized concrete is characterised by decreasing compressive strength with increasing content of laterite. Carbonation, on the other hand, is noted to increase concrete strength. In order to reduce carbon dioxide from the atmosphere, this paper investigated the effect of carbonation on the compressive strength development of laterized concrete. The paper compared the compressive strengths of conventional and laterized concrete specimens containing up to 35% content of laterite cured in water for 126 days and in an accelerated carbonation chamber for 12 weeks at the water/cement ratios of 0.35, 0.50 and 0.65. Results revealed that while the addition of laterite reduced compressive strength, carbonation increased the compressive strength development of laterized concrete. Furthermore, while equal strengths with water cured conventional concrete were achieved when laterite content is limited to 10%, all the carbonated laterized concrete specimens achieved higher strengths than the water cured laterized concrete specimens at 12 weeks of accelerated carbonation. Hence, carbonation would enhance the strength development of laterized concrete, permit the use of higher content of laterite and contribute to the reduction of carbon dioxide from the atmosphere.
机译:随着横向含量的增加,所示的混凝土的特征在于,随着横向含量的增加,抗压强度降低。另一方面,碳化,以增加混凝土强度。为了减少大气中的二氧化碳,本文研究了碳酸化对透明混凝土抗压强度发展的影响。该纸比较了含有高达35%含水含量在水中固化的常规和后化混凝土试样的抗压强度126天,在0.35,0.50和0.65的水/水泥比下加速碳化室12周。结果表明,虽然综合抗压强度的加入降低,但碳酸化增加了所提混凝土的抗压强度发展。此外,虽然当红箱含量限制为10%时,实现了与水固化的常规混凝土的相等强度,但所有碳酸化的后化混凝土样本都比加速碳酸化的12周内的水固化的后化混凝土试样达到更高的强度。因此,碳化将增强无关的混凝土的强度发展,允许使用尚含量的含量更高,并有助于减少大气中的二氧化碳。

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