2015
DOI: 10.1016/j.conbuildmat.2015.02.081
|View full text |Cite
|
Sign up to set email alerts
|

Greener self-compacting concrete using stainless steel reducing slag

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
1
1
1
1

Citation Types

0
9
0

Year Published

2015
2015
2024
2024

Publication Types

Select...
6
4

Relationship

0
10

Authors

Journals

citations
Cited by 31 publications
(9 citation statements)
references
References 35 publications
0
9
0
Order By: Relevance
“…This finding can also be explained by the setting times presented in Table 3 . In particular, increasing the dosage of the BOF increases the initial and final setting times, which is because the retardation of the hardening process caused by the lack of the cement and low hydration rate of additives [ 61 ]. In the case of 1% BOF, the initial and final setting times are observed to be similar.…”
Section: Components Production and Experimental Testing Of Bof-ementioning
confidence: 99%
“…This finding can also be explained by the setting times presented in Table 3 . In particular, increasing the dosage of the BOF increases the initial and final setting times, which is because the retardation of the hardening process caused by the lack of the cement and low hydration rate of additives [ 61 ]. In the case of 1% BOF, the initial and final setting times are observed to be similar.…”
Section: Components Production and Experimental Testing Of Bof-ementioning
confidence: 99%
“…The concrete performance remains unchanged at a replacement ratio of 0%-10% and the slump gradually decreases; at a replacement ratio of 10%-50%, the slump gradually increases. This increase in slump may be attributed to the reduction in the volume and size of voids owing to the presence of the steel slag powder [64]. This also explains the decrease in slump at a replacement ratio of 10%.…”
Section: Influence Of Slag On the Workability Of Racmentioning
confidence: 93%
“…Müller et al [6] outlined methods to evaluate and decrease the environmental impact of concrete, and means to enhance its performance. The results of an investigation on self-compacting concrete made with stainless steel reducing slag were reported by Sheen et al [7]. The influence of the curing time on the fracture toughness of concrete produced with different concentrations of coal fly ash was assessed by Golewski [8].…”
Section: Introductionmentioning
confidence: 94%