Daniel Ňachaj, J. Němeček, M. Kouřil, M. Keppert, J. Němeček
{"title":"Effect of electric current on porosity of concrete","authors":"Daniel Ňachaj, J. Němeček, M. Kouřil, M. Keppert, J. Němeček","doi":"10.14311/app.2023.40.0069","DOIUrl":null,"url":null,"abstract":"The paper describes the influence of electric current on the porosity of concrete samples after electrically accelerated tests and other electrokinetic treatments. Three different concrete mixtures consisting of CEM I 42.5R, CEM II / A-M(S-LL) 42.5R, and CEM I 42.5R with 10 % replacement of cement by microsilica were examined. Direct current (DC) test was performed on fully saturated samples. The samples were loaded with a constant voltage of 20 V for 24 hours in chambers filled with NaOH solution. The changes in porosity were examined using mercury intrusion porosimetry (MIP), scanning electron microscopy (SEM), and open porosity (OP). The results of open porosity indicate an increase in porosity for all mixtures measurements of ∼0.6 %–2 % for treated samples. The MIP showed increase of volume of pores with radius smaller than 0.01 μm after DC test. According to X-ray diffraction (XRD) and Thermogravimetric analysis (TGA) there was ∼2 % less calcite after DC test.","PeriodicalId":7150,"journal":{"name":"Acta Polytechnica CTU Proceedings","volume":null,"pages":null},"PeriodicalIF":0.0000,"publicationDate":"2023-07-24","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Acta Polytechnica CTU Proceedings","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.14311/app.2023.40.0069","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0
Abstract
The paper describes the influence of electric current on the porosity of concrete samples after electrically accelerated tests and other electrokinetic treatments. Three different concrete mixtures consisting of CEM I 42.5R, CEM II / A-M(S-LL) 42.5R, and CEM I 42.5R with 10 % replacement of cement by microsilica were examined. Direct current (DC) test was performed on fully saturated samples. The samples were loaded with a constant voltage of 20 V for 24 hours in chambers filled with NaOH solution. The changes in porosity were examined using mercury intrusion porosimetry (MIP), scanning electron microscopy (SEM), and open porosity (OP). The results of open porosity indicate an increase in porosity for all mixtures measurements of ∼0.6 %–2 % for treated samples. The MIP showed increase of volume of pores with radius smaller than 0.01 μm after DC test. According to X-ray diffraction (XRD) and Thermogravimetric analysis (TGA) there was ∼2 % less calcite after DC test.
本文介绍了电加速试验和其他电动力学处理后,电流对混凝土试样孔隙率的影响。研究了CEM I 42.5R、CEM II / A-M(S-LL) 42.5R和CEM I 42.5R三种不同的混凝土混合物,其中微二氧化硅替代水泥的比例为10%。在完全饱和的样品上进行直流试验。样品在充满NaOH溶液的室中以20 V恒定电压加载24小时。利用压汞孔隙度法(MIP)、扫描电镜(SEM)和开放孔隙度(OP)检测孔隙度的变化。开放孔隙度的结果表明,在处理过的样品中,所有混合物的孔隙度测量值都增加了~ 0.6% - 2%。经直流试验,MIP中半径小于0.01 μm的孔隙体积增大。根据x射线衍射(XRD)和热重分析(TGA),直流试验后方解石减少了~ 2%。