2021
DOI: 10.1016/j.conbuildmat.2020.121073
|View full text |Cite
|
Sign up to set email alerts
|

Thermal and mechanical analyses of colored mortars produced using Brazilian iron ore tailings

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
2
1
1
1

Citation Types

0
1
0

Year Published

2021
2021
2024
2024

Publication Types

Select...
10

Relationship

1
9

Authors

Journals

citations
Cited by 20 publications
(8 citation statements)
references
References 12 publications
0
1
0
Order By: Relevance
“…The composites SF and QPC had a reduction in water absorption by 50% and 8%, respectively, compared to the RS composite. This indicates that pozzolanic activity acted more significantly in pore refinement and decreased water absorption to the filler effect [106][107][108][109] .…”
Section: Resultsmentioning
confidence: 94%
“…The composites SF and QPC had a reduction in water absorption by 50% and 8%, respectively, compared to the RS composite. This indicates that pozzolanic activity acted more significantly in pore refinement and decreased water absorption to the filler effect [106][107][108][109] .…”
Section: Resultsmentioning
confidence: 94%
“…Some studies point to the feasibility of inserting these samples in construction materials [10], such as applying iron ore tailings (IOT) as a substitute for natural fine aggregate [11]. Iron ore tailings have also been applied as a partial substitute for cement in concrete [12,13], in colored mortars [14] in the production of pigments for paints [15], in the manufacture of bricks [16,17], in the production of microconcretes [18], and as a precursor in the synthesis of geopolymers [19][20][21][22].…”
Section: Iron Ore Tailingsmentioning
confidence: 99%
“…Another factor that could contribute to a reduction in strength is the replacement of fine aggregate with pigment, but when sand is replaced with pigment, the amount of water needed to produce the mortar is adjusted. The percentage of 6% should not significantly affect the strength of the mortar, especially if the substitution is less than 10% [43].…”
Section: Mechanical Resistancementioning
confidence: 99%