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首页> 外文期刊>Cement and Concrete Research >Chloride ingress and strength loss in concrete with different PC-PFA-MK binder compositions exposed to synthetic seawater
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Chloride ingress and strength loss in concrete with different PC-PFA-MK binder compositions exposed to synthetic seawater

机译:不同PC-PFA-MK粘合剂组合物暴露在合成海水中的混凝土中氯离子的侵入和强度损失

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摘要

The paper reports the influence of the composition of Portland cement (PC) pulverised fuel ash (PFA)-metakaolin (MK) binders on chloride ingress and strength retardation of PC-PFA-MK concrete exposed to synthetic seawater. PC-PFA-MK concrete covering four different total cement replacement levels (10 percent, 20 percent, 30 percent and 40 percent) and with various MK:PFA proportions was exposed to synthetic seawater for up to 1.5 years. The chloride concentration-penetration depth profiles and change in compressive strength of the concrete for a range of binder compositions and at various exposure times are compared with those of the control PC concrete. It is established that blending the binders in PC concrete and PC-PFA concrete with MK produces concrete with a reduced strength deterioration factor (SDF) and good resistance to chloride penetration when exposed to seawater. The results presented in this paper form part of an investigation into the performance of concrete incorporating both PFA and MK in the binder to produce high performance concrete.
机译:该论文报道了波特兰水泥(PC)粉煤灰(PFA)-偏高岭土(MK)粘结剂的组成对暴露于合成海水中的PC-PFA-MK混凝土的氯化物侵入和强度降低的影响。 PC-PFA-MK混凝土覆盖四种不同的水泥总替换量(10%,20%,30%和40%),并且具有不同的MK:PFA比例,暴露于合成海水中的时间长达1.5年。将氯浓度-渗透深度分布图以及在一定范围内和不同暴露时间下混凝土的抗压强度变化与对照PC混凝土进行比较。可以确定的是,将PC混凝土和PC-PFA混凝土中的粘结剂与MK混合后,所产生的混凝土具有降低的强度劣化因子(SDF),并且在暴露于海水中时具有良好的抗氯化物渗透性。本文介绍的结果构成了对在粘结剂中掺入PFA和MK的混凝土性能的研究的一部分,以生产高性能混凝土。

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