Strength Analysis of Steel Slag Concrete mixed with Partial Replacement of Silica Fume: A Review
Steel Slag Concrete, Partial Replacement, Silica Fume.
When the dose of silica fume was raised after ten percent, it showed that silica fume and cement were immersed in their compressive qualities. Regardless, the physical link reduced the substance's functioning. The test findings indicate that the compressive strength of silica rage concrete (both 7 days, 14 days, and 28-day compressive strength) improves in contrast with ordinary cement. Elongation of the dose of silica has been shown to provide a higher degree of compressive quality (both 7,14 days and numerous days). This paper tests were extended above 10%, it revealed that Silica Fume's compressive quality had plummeted. 10% is the optimal dose in Concrete, so to speak. However, the concrete consolidation lowered the concrete's usefulness.
"Strength Analysis of Steel Slag Concrete mixed with Partial Replacement of Silica Fume: A Review", IJSDR - International Journal of Scientific Development and Research (www.IJSDR.org), ISSN:2455-2631, Vol.6, Issue 3, page no.640 - 646, March-2021, Available :https://ijsdr.org/papers/IJSDR2103107.pdf
Volume 6
Issue 3,
March-2021
Pages : 640 - 646
Paper Reg. ID: IJSDR_193499
Published Paper Id: IJSDR2103107
Downloads: 000347046
Research Area: Engineering
Country: -, -, -
ISSN: 2455-2631 | IMPACT FACTOR: 9.15 Calculated By Google Scholar | ESTD YEAR: 2016
An International Scholarly Open Access Journal, Peer-Reviewed, Refereed Journal Impact Factor 9.15 Calculate by Google Scholar and Semantic Scholar | AI-Powered Research Tool, Multidisciplinary, Monthly, Multilanguage Journal Indexing in All Major Database & Metadata, Citation Generator
Publisher: IJSDR(IJ Publication) Janvi Wave
