A Study on Carbonation Depth Prediction for Concrete Made with GBFS Cement and Fa Addition

Maciej Lech, T. Juszczak, J. Wawrzeńczyk
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Abstract

Abstract This paper presents the results of the examination of accelerated carbonation of concrete mixes made with CEM III / A blast furnace slag cement and the addition of fly ash. The test program was developed using an experiment design with two factors: a water-binder ratio and a fly-ash / cement ratio. Carbonation depth measurements were carried out according to FprCEN/TS 12390-12 (CO2 concentration = 4%, T = 20°C, RH = 55%). Associated tests were also carried out, including compressive strength, porosity, depth of absorption, water penetration depth, and capillary suction. Analysis of the test results allowed us to determine the influence of binder composition on concrete carbonization depth under standard test conditions. The results show that the carbonation depth increases along with the increase in the W/B ratio and as a result of the increase in the fly ash content in the binder. A mathematical model was developed to describe the carbonation process over time, which can predict the depth and rate of concrete carbonation. Furthermore, it was found that there is no close relationship between other properties tested (e.g. strength) and the depth of the carbonated concrete.
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GBFS水泥加Fa混凝土碳化深度预测研究
摘要本文介绍了cemiii / A高炉矿渣水泥掺加粉煤灰对混凝土加速碳化的试验结果。试验程序采用两个因素的试验设计:水胶比和粉煤灰/水泥比。碳化深度测量按照FprCEN/TS 12390-12 (CO2浓度= 4%,温度= 20℃,相对湿度= 55%)进行。还进行了相关测试,包括抗压强度、孔隙率、吸收深度、水渗透深度和毛细吸力。通过对试验结果的分析,我们可以确定在标准试验条件下,粘结剂组成对混凝土碳化深度的影响。结果表明:碳化深度随水灰比的增大和粘结剂中粉煤灰掺量的增加而增大;建立了描述碳化过程的数学模型,该模型可以预测混凝土碳化的深度和速率。此外,还发现碳化混凝土的其他性能(如强度)与深度之间没有密切的关系。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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