Enhancement of self-compactability of fresh self-compacting concrete: A review
The main characteristics of self-compating concrete (SCC) are its ability to flow into every corner of the formwork and even in congested reinforcement arrangements under its weight and without segregation. This paper reviews the recent progress in the enhancement of the self-compatibility of SCC in...
Guardado en:
Autores principales: | , , |
---|---|
Formato: | article |
Lenguaje: | EN |
Publicado: |
Elsevier
2021
|
Materias: | |
Acceso en línea: | https://doaj.org/article/507cd1df1b204424b521ba968b2243e6 |
Etiquetas: |
Agregar Etiqueta
Sin Etiquetas, Sea el primero en etiquetar este registro!
|
id |
oai:doaj.org-article:507cd1df1b204424b521ba968b2243e6 |
---|---|
record_format |
dspace |
spelling |
oai:doaj.org-article:507cd1df1b204424b521ba968b2243e62021-12-01T05:07:29ZEnhancement of self-compactability of fresh self-compacting concrete: A review2772-397610.1016/j.clema.2021.100019https://doaj.org/article/507cd1df1b204424b521ba968b2243e62021-12-01T00:00:00Zhttp://www.sciencedirect.com/science/article/pii/S2772397621000198https://doaj.org/toc/2772-3976The main characteristics of self-compating concrete (SCC) are its ability to flow into every corner of the formwork and even in congested reinforcement arrangements under its weight and without segregation. This paper reviews the recent progress in the enhancement of the self-compatibility of SCC in a fresh state. The main approaches to achieve this aim was observed to be the employment of air entrainment, and the utilization of various supplementary cementitious materials (SCMs) such as fly ash, silica fume, ground-granulated blast-furnace slag and rice husk ash. Entraining suitable air bubbles had the potential to enhance the self-compatibility of fresh concrete while also being very beneficial in reducing the cement content of the SCC. The workability and rheological properties of fresh SCC was observed to be enhanced by the utilization of SCMs. SCMs also possess the advantages of pozzolanic and filler effects which are not in play for entrained air. For future work, researchers can explore statistical and intelligent multi-objective optimisation techniques for getting the best amount of SCMs that will maximize the fresh properties whilst considering its deleterious effect on the hardened properties.Bikila MekoJoshua O. IghaloOlatokunbo M. OfuyatanElsevierarticleSelf-compating concreteCementSupplementary cementitious materialsFly ashSilica fumeMaterials of engineering and construction. Mechanics of materialsTA401-492ENCleaner Materials, Vol 1, Iss , Pp 100019- (2021) |
institution |
DOAJ |
collection |
DOAJ |
language |
EN |
topic |
Self-compating concrete Cement Supplementary cementitious materials Fly ash Silica fume Materials of engineering and construction. Mechanics of materials TA401-492 |
spellingShingle |
Self-compating concrete Cement Supplementary cementitious materials Fly ash Silica fume Materials of engineering and construction. Mechanics of materials TA401-492 Bikila Meko Joshua O. Ighalo Olatokunbo M. Ofuyatan Enhancement of self-compactability of fresh self-compacting concrete: A review |
description |
The main characteristics of self-compating concrete (SCC) are its ability to flow into every corner of the formwork and even in congested reinforcement arrangements under its weight and without segregation. This paper reviews the recent progress in the enhancement of the self-compatibility of SCC in a fresh state. The main approaches to achieve this aim was observed to be the employment of air entrainment, and the utilization of various supplementary cementitious materials (SCMs) such as fly ash, silica fume, ground-granulated blast-furnace slag and rice husk ash. Entraining suitable air bubbles had the potential to enhance the self-compatibility of fresh concrete while also being very beneficial in reducing the cement content of the SCC. The workability and rheological properties of fresh SCC was observed to be enhanced by the utilization of SCMs. SCMs also possess the advantages of pozzolanic and filler effects which are not in play for entrained air. For future work, researchers can explore statistical and intelligent multi-objective optimisation techniques for getting the best amount of SCMs that will maximize the fresh properties whilst considering its deleterious effect on the hardened properties. |
format |
article |
author |
Bikila Meko Joshua O. Ighalo Olatokunbo M. Ofuyatan |
author_facet |
Bikila Meko Joshua O. Ighalo Olatokunbo M. Ofuyatan |
author_sort |
Bikila Meko |
title |
Enhancement of self-compactability of fresh self-compacting concrete: A review |
title_short |
Enhancement of self-compactability of fresh self-compacting concrete: A review |
title_full |
Enhancement of self-compactability of fresh self-compacting concrete: A review |
title_fullStr |
Enhancement of self-compactability of fresh self-compacting concrete: A review |
title_full_unstemmed |
Enhancement of self-compactability of fresh self-compacting concrete: A review |
title_sort |
enhancement of self-compactability of fresh self-compacting concrete: a review |
publisher |
Elsevier |
publishDate |
2021 |
url |
https://doaj.org/article/507cd1df1b204424b521ba968b2243e6 |
work_keys_str_mv |
AT bikilameko enhancementofselfcompactabilityoffreshselfcompactingconcreteareview AT joshuaoighalo enhancementofselfcompactabilityoffreshselfcompactingconcreteareview AT olatokunbomofuyatan enhancementofselfcompactabilityoffreshselfcompactingconcreteareview |
_version_ |
1718405539819421696 |