Durability against carbonation of concrete formulated with partial replacement of cement with marble powder

A. Merah, Benharzallah Krobba
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Abstract

The first objective of this study is the use of marble waste powder as a partial replacement for cement (CEM I 42.5) in concrete. Furthermore, the phenomenon of carbonation significantly influences the durability of reinforced concrete structures, in this context, the second objective of this work is the study of the effect of accelerated carbonation on the durability of concretes formulated with cement. Containing marble powder with different percentages. To achieve this objective, four concrete mixes containing 0%, 10%, 15% and 30% marble powder as a cement replacement by weight were prepared. These concrete mixes were subjected to accelerated carbonation to study their durability against this phenomenon. The series of tests is carried out to study the effect of replacing 10%, 20% and 30% of the cement with marble powder on the depth of carbonation and the compressive strength and compare it with traditional concrete. The result of the present study indicates that the depth of carbonation increases with the increase in the rate of replacement of the cement with marble powder (10% to 30%) and that the resistance to compression decreases slightly with the increase in the replacement. the compressive strength of the concrete remains within the acceptable range recommended by the regulations used in Algeria.
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用大理石粉部分替代水泥配制的混凝土的耐碳化性
本研究的第一个目标是使用大理石废粉作为混凝土中水泥(CEM I 42.5)的部分替代品。此外,碳化现象显著影响钢筋混凝土结构的耐久性,在这种情况下,本工作的第二个目标是研究加速碳化对水泥配制的混凝土耐久性的影响。含不同百分比的大理石粉。为了实现这一目标,配制了四种混凝土混合物,分别含有0%、10%、15%和30%的大理石粉作为水泥的重量替代品。这些混凝土混合物经受加速碳化,以研究它们对这种现象的耐久性。通过系列试验研究了大理岩粉替代10%、20%、30%水泥对混凝土碳化深度和抗压强度的影响,并与传统混凝土进行了对比。本研究结果表明,随着大理岩粉水泥替代率(10% ~ 30%)的增加,碳化深度增加,抗压性能随替代率的增加略有下降。混凝土的抗压强度保持在阿尔及利亚使用的法规推荐的可接受范围内。
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发文量
18
审稿时长
12 weeks
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