Experimental investigation of the impact of additives in low clinker cementitious materials on multi-ion transference numbers and diffusion coefficients

IF 10.9 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
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Abstract

In this paper, multi-ion transference numbers were determined throughout the chloride migration testing of low clinker cement-based materials. For this purpose, five cement pastes were studied: pure Portland paste (as a reference) and four other pastes, based on limestone filler, fly ash, slag or silica fume. The transference numbers were calculated from the concentration evolution in the three zones of the migration cell (catholyte, anolyte and sample), considering that: (i) ions moved in the catholyte and anolyte; (ii) ions leached from the sample; (iii) ions were generated from the electrode processes, and (iv) the pore solution of the sample evolved during the test. The chloride transference numbers of pastes with pure Portland cement, limestone filler, fly ash, slag or silica fume are almost zero at the beginning of the migration test but 0.23; 0.18; 0.06; 0.05 and 0.20 at the end of the test, respectively. The ion transference numbers obtained were used for the calculation of diffusion coefficients of chlorides, sodium and potassium using the Nernst-Einstein equation.
低熟料胶凝材料中添加剂对多离子转移数和扩散系数影响的实验研究
本文在对低熟料水泥基材料进行氯迁移测试的整个过程中测定了多离子转移数。为此,研究了五种水泥浆:纯波特兰浆(作为参考)和其他四种基于石灰石填料、粉煤灰、矿渣或硅灰的水泥浆。根据迁移池三个区域(阴离子溶液、阳离子溶液和样品)的浓度变化计算出迁移数,并考虑到以下因素:(i) 离子在阴溶液和阳离子中移动;(ii) 离子从样品中沥滤;(iii) 离子从电极过程中产生;(iv) 样品的孔隙溶液在测试过程中发生变化。含有纯硅酸盐水泥、石灰石填料、粉煤灰、矿渣或硅灰的浆料的氯离子转移数在迁移试验开始时几乎为零,但在试验结束时分别为 0.23、0.18、0.06、0.05 和 0.20。获得的离子转移数被用于使用 Nernst-Einstein 公式计算氯化物、钠和钾的扩散系数。
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来源期刊
Cement and Concrete Research
Cement and Concrete Research 工程技术-材料科学:综合
CiteScore
20.90
自引率
12.30%
发文量
318
审稿时长
53 days
期刊介绍: Cement and Concrete Research is dedicated to publishing top-notch research on the materials science and engineering of cement, cement composites, mortars, concrete, and related materials incorporating cement or other mineral binders. The journal prioritizes reporting significant findings in research on the properties and performance of cementitious materials. It also covers novel experimental techniques, the latest analytical and modeling methods, examination and diagnosis of actual cement and concrete structures, and the exploration of potential improvements in materials.
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