Effect of steel fiber content on properties of fresh self-compacting geopolymer concrete
Joint Authors
al-Shathr, Basil Salah
Muhammad, Zaid A.
al-Attar, Tariq Salih
Source
Engineering and Technology Journal
Issue
Vol. 39, Issue 12 (31 Dec. 2021), pp.1875-1881, 7 p.
Publisher
Publication Date
2021-12-31
Country of Publication
Iraq
No. of Pages
7
Main Subjects
Topics
Abstract EN
Self-compacting geopolymer concrete (SCGPC) is a cutting-edge sustainableengineering material in construction that eliminates the need for both compactionand Portland cement.
In this study, the impact of various steel fiber content onthe workability of SCGPC was investigated.
The basic workability features offreshly made SCGPC, such as filling ability, passing ability, and segregationresistance, were assessed by employing slump flow, V-funnel, L-box, and J-ringtest techniques.
Obtained results showed that all the investigated characteristicsof SCGPC have retreated due to the inclusion of steel fibers.
Findings presentedin this research confirmed that the basic requirements of EFNARC could only besatisfied when Vf ≤ 1.0% .
American Psychological Association (APA)
Muhammad, Zaid A.& al-Attar, Tariq Salih& al-Shathr, Basil Salah. 2021. Effect of steel fiber content on properties of fresh self-compacting geopolymer concrete. Engineering and Technology Journal،Vol. 39, no. 12, pp.1875-1881.
https://search.emarefa.net/detail/BIM-1320311
Modern Language Association (MLA)
Muhammad, Zaid A.…[et al.]. Effect of steel fiber content on properties of fresh self-compacting geopolymer concrete. Engineering and Technology Journal Vol. 39, no. 12 (2021), pp.1875-1881.
https://search.emarefa.net/detail/BIM-1320311
American Medical Association (AMA)
Muhammad, Zaid A.& al-Attar, Tariq Salih& al-Shathr, Basil Salah. Effect of steel fiber content on properties of fresh self-compacting geopolymer concrete. Engineering and Technology Journal. 2021. Vol. 39, no. 12, pp.1875-1881.
https://search.emarefa.net/detail/BIM-1320311
Data Type
Journal Articles
Language
English
Notes
Includes bibliographical references : p. 1880-1881
Record ID
BIM-1320311