2015
DOI: 10.1016/j.conbuildmat.2015.02.079
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Application of AC impedance technique in study of lightweight aggregate-paste interface

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Cited by 34 publications
(8 citation statements)
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“…Based on this model, the effects of hydration time, silica fume replacement, and water-to-cement ratio on the high-frequency arc were determined [15]. In addition, the microstructure of the interfacial transition zone (ITZ) between the different aggregates and the cement paste was studied [16]. The relationships between the impedance characteristics and the pore solution concentration, porosity, and mean pore size have been established to reflect the degree of hydration and microstructural evolution of cement-based materials [17,18].…”
Section: Introductionmentioning
confidence: 99%
“…Based on this model, the effects of hydration time, silica fume replacement, and water-to-cement ratio on the high-frequency arc were determined [15]. In addition, the microstructure of the interfacial transition zone (ITZ) between the different aggregates and the cement paste was studied [16]. The relationships between the impedance characteristics and the pore solution concentration, porosity, and mean pore size have been established to reflect the degree of hydration and microstructural evolution of cement-based materials [17,18].…”
Section: Introductionmentioning
confidence: 99%
“…In order to build the relation between the compressive strength between the pore network, the possible pore network in cement system should be considered. As shown in Figure 8, the pore network can be classified into three categories: (1) Continuously connected conductive path (consists of a series of capillaries connected continuously through an aperture, referred to as CCP, whose resistivity is denoted as R ccp ), (2) Discontinuous connected conductive path (consisting of discontinuous micropores continuously blocked by a cement matrix, referred to as DCP, whose resistivity is expressed as R cp ), (3) Insulation path (the path of formation of dense continuous matrix formed by hydration products and unhydrated cement, referred to as ICP) (Song, 2000;Kong et al, 2015;Hu et al, 2019).…”
Section: Relation Between Eis Parameters and Compressive Strengthmentioning
confidence: 99%
“…Snyder et al believed that OH-was the main conductive ion in the pore solution of cementable materials. The reduction of hydroxyl group would lead to the increase of electromigration, making the ion transport through the pore easier and the value of R ccp lower (Kong et al, 2015). On the other hand, in alkaline solution (pH = 12), excessive OH − promotes the hydration process of cement, and the hydration products are generated too much and too fast, so that the products are not evenly distributed among each other, and more early hydration products wrap the unhydrated particles, which hinders the As shown in Figure 9, the trends of R cp is similar to that of R ccp .…”
Section: Relation Between Eis Parameters and Compressive Strengthmentioning
confidence: 99%
“…As it can be seen, Rgb has a major influence on the electrical behaviour of the mortars. The structure of the interfacial tranzition zone (ITZ) between agregate and cement paste, has a major influence on the concrete or mortar properties [53]. This zone, often said to be 50 micrometer in thickness, determines the weakness of the composite materials [54].…”
Section: Figure 7 Equivalent Circuitmentioning
confidence: 99%