2019
DOI: 10.3390/app9204358
|View full text |Cite
|
Sign up to set email alerts
|

Characteristics of Ordinary Portland Cement Using the New Colloidal Nano-Silica Mixing Method

Abstract: This study applies a new method of mixing colloidal nano-silica (CNS). Previous studies have used powdered nano-silica or colloidal nano-silica and applied a binder weight substitution method. In this study, we tried to use ordinary Portland cement (OPC) as a binder and replace CNS with weight of mixing water. CNS was replaced by 10%, 20%, 30%, 40%, and 50% of the mixing water weight. The flow value, setting time, compressive strength, hydration reactant (X-ray diffractometer; XRD), pore structure (mercury int… Show more

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
3
1

Citation Types

0
4
0

Year Published

2020
2020
2023
2023

Publication Types

Select...
9

Relationship

0
9

Authors

Journals

citations
Cited by 11 publications
(4 citation statements)
references
References 60 publications
(163 reference statements)
0
4
0
Order By: Relevance
“…be distinguished within this range; according to the literature, the one in the range of 120-300 о C corresponds to the dehydration of hydrates such as C-S-H and ettringite, thus giving a general indication of the C-S-H volume. The second peak, between 400-500 о C, is attributable to the de-hydration of CH (calcium hydroxide) [20,21]. It can be clearly seen, that specimens containing NS exhibited a higher mass loss in the first temperature range, thus confirming that more C-S-H was produced in the NS-modified specimen.…”
Section: Fig 2 Comparison Of 28 and 365 Days Compressive Strength Omentioning
confidence: 72%
“…be distinguished within this range; according to the literature, the one in the range of 120-300 о C corresponds to the dehydration of hydrates such as C-S-H and ettringite, thus giving a general indication of the C-S-H volume. The second peak, between 400-500 о C, is attributable to the de-hydration of CH (calcium hydroxide) [20,21]. It can be clearly seen, that specimens containing NS exhibited a higher mass loss in the first temperature range, thus confirming that more C-S-H was produced in the NS-modified specimen.…”
Section: Fig 2 Comparison Of 28 and 365 Days Compressive Strength Omentioning
confidence: 72%
“…This research served as one of the first studies to discuss the potential internal curing effect of CNS in the concrete and compared it with traditional internal curing aggregate. Most of the research conducted the CNS investigation with the additional ratio of higher than 1% [5,14,[19][20][21][22][23][24][25][26][27][28][29][30][31] , while the cost and practical applicability remain concerns. In order to consider the economic and practical feasibility, relatively small dosage of CNS in concrete was discussed with the additional ratio of 0% (as a reference) to 1%.…”
Section: Introductionmentioning
confidence: 99%
“…Nano silica can improve the cement microstructure of the interfacial transition zone and increase the density of micro pores [31][32][33]. The resulting cement has higher strength, better durability, and improved mechanical properties [34,35]. Nano clay can enhance chloride penetration resistance in ultra-high-performance concrete [36].…”
Section: Introductionmentioning
confidence: 99%