2016
DOI: 10.1346/ccmn.2016.064037
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Tolerance of Clay Minerals by Cement: Effect of Side-Chain Density in Polyethylene Oxide (PEO) Superplasticizer Additives

Abstract: Polycarboxylate superplasticizer (PCE) is a widely used water-reducing agent that can reduce significantly the water demand of concrete, which reduces the porosity and enhances the strength and durability of the concrete. (The PCE consists of a single backbone with many long PEO side chains.) Generally, aggregate occupies >70 wt.% of concrete; clay minerals are ubiquitous in nature and are difficult to avoid in mined aggregates. Clay minerals in aggregate often render the PCE ineffective and give rise to ra… Show more

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Cited by 16 publications
(13 citation statements)
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“…From Fig. 5, it can be stated that both clay d-spacing results of 18.6 Å and 19.1 Å do not differ significantly from the literature values, using the same sample preparation approaches [3][4][5]. The difference in d-spacing observed in Fig.…”
Section: Influence Of Separation Methods On D-spacing Of Dried Clay Pastesmentioning
confidence: 59%
See 3 more Smart Citations
“…From Fig. 5, it can be stated that both clay d-spacing results of 18.6 Å and 19.1 Å do not differ significantly from the literature values, using the same sample preparation approaches [3][4][5]. The difference in d-spacing observed in Fig.…”
Section: Influence Of Separation Methods On D-spacing Of Dried Clay Pastesmentioning
confidence: 59%
“…Thus, it can be deduced that separation method has a minor influence on d-spacing measurements on dried clay pastes. [2,3,5]. This observation indicates that not all absorbed water is lost during the drying process (even considering that the tested sample was dried for 7 days at 40 ºC).…”
Section: Influence Of Separation Methods On D-spacing Of Dried Clay Pastesmentioning
confidence: 83%
See 2 more Smart Citations
“…After finished the determination of initial concrete slump, the mixtures were placed under condition of air temperature for 30 min and tested the concrete slump immediately (Figure 3) Table 3, no change was observed in slump and compressive strength of the concrete values which is used PCEs synthesized at different temperatures. In most studies, radical polymerization of PCEs was carried out under 30-80 °C [2][3][4][5][6][7][8][9]. Quantity of heat is needed during the polymerization reaction.…”
Section: Determination Of Synthesis Temperature Of Pcementioning
confidence: 99%