Quarry dust fine powder as substitute for ordinary portland cement in concrete mix

Tremendous efforts have been done in the area of concrete technology to study the utilization of by-products and waste materials which can be used as a partial cement replacement in concrete production as well as identifying the benefits of these alternative materials as cement in concrete. Quarry d...

Full description

Bibliographic Details
Published in:Journal of Engineering Science and Technology
Main Author: Kartini K.; Hamidah M.S.; Norhana A.R.; Nur Hanani A.R.
Format: Article
Language:English
Published: 2014
Online Access:https://www.scopus.com/inward/record.uri?eid=2-s2.0-84894522469&partnerID=40&md5=ebfd038f469a3d133da12750b4845a4b
id 2-s2.0-84894522469
spelling 2-s2.0-84894522469
Kartini K.; Hamidah M.S.; Norhana A.R.; Nur Hanani A.R.
Quarry dust fine powder as substitute for ordinary portland cement in concrete mix
2014
Journal of Engineering Science and Technology
9
2

https://www.scopus.com/inward/record.uri?eid=2-s2.0-84894522469&partnerID=40&md5=ebfd038f469a3d133da12750b4845a4b
Tremendous efforts have been done in the area of concrete technology to study the utilization of by-products and waste materials which can be used as a partial cement replacement in concrete production as well as identifying the benefits of these alternative materials as cement in concrete. Quarry dust as a by-product from crushing of coarse aggregates during quarrying activities has received considerable attention to enhance the properties of concrete. Thus, this paper reports the research conducted on the suitability of quarry dust fine powder (QDFP) as cementitious material in concrete. The performance in terms of its mechanical and durability index were evaluated on concrete composed of various w/b ratios (0.3, 0.4, 0.5 and 0.6) for replacement level of 3%, 5%, 10% and 15%, and with the inclusion of superplasticizer (Sp) to enhance the workability of concrete. The performance was measured at 7, 28, 60, 90 and 120 days of age. The results show that inclusion of QDFP did not enhance the compressive strength of concrete. Rebound number (RN) for QDFPSp concrete made of 0.3 and 0.4 w/b ratios achieved good quality, while for those made of 0.5 and 0.6 w/b ratios, it falls under category poor and fair respectively. In terms of durability index performance, the QDFP concrete in higher proportion (up to 15%) and with increasing w/b ratio from 0.3 to 0.6 increase the coefficient of permeability, while QDFP concrete can be considered as good concrete since the water absorption recorded below than 10% by mass. © School of Engineering, Taylor's University.

18234690
English
Article

author Kartini K.; Hamidah M.S.; Norhana A.R.; Nur Hanani A.R.
spellingShingle Kartini K.; Hamidah M.S.; Norhana A.R.; Nur Hanani A.R.
Quarry dust fine powder as substitute for ordinary portland cement in concrete mix
author_facet Kartini K.; Hamidah M.S.; Norhana A.R.; Nur Hanani A.R.
author_sort Kartini K.; Hamidah M.S.; Norhana A.R.; Nur Hanani A.R.
title Quarry dust fine powder as substitute for ordinary portland cement in concrete mix
title_short Quarry dust fine powder as substitute for ordinary portland cement in concrete mix
title_full Quarry dust fine powder as substitute for ordinary portland cement in concrete mix
title_fullStr Quarry dust fine powder as substitute for ordinary portland cement in concrete mix
title_full_unstemmed Quarry dust fine powder as substitute for ordinary portland cement in concrete mix
title_sort Quarry dust fine powder as substitute for ordinary portland cement in concrete mix
publishDate 2014
container_title Journal of Engineering Science and Technology
container_volume 9
container_issue 2
doi_str_mv
url https://www.scopus.com/inward/record.uri?eid=2-s2.0-84894522469&partnerID=40&md5=ebfd038f469a3d133da12750b4845a4b
description Tremendous efforts have been done in the area of concrete technology to study the utilization of by-products and waste materials which can be used as a partial cement replacement in concrete production as well as identifying the benefits of these alternative materials as cement in concrete. Quarry dust as a by-product from crushing of coarse aggregates during quarrying activities has received considerable attention to enhance the properties of concrete. Thus, this paper reports the research conducted on the suitability of quarry dust fine powder (QDFP) as cementitious material in concrete. The performance in terms of its mechanical and durability index were evaluated on concrete composed of various w/b ratios (0.3, 0.4, 0.5 and 0.6) for replacement level of 3%, 5%, 10% and 15%, and with the inclusion of superplasticizer (Sp) to enhance the workability of concrete. The performance was measured at 7, 28, 60, 90 and 120 days of age. The results show that inclusion of QDFP did not enhance the compressive strength of concrete. Rebound number (RN) for QDFPSp concrete made of 0.3 and 0.4 w/b ratios achieved good quality, while for those made of 0.5 and 0.6 w/b ratios, it falls under category poor and fair respectively. In terms of durability index performance, the QDFP concrete in higher proportion (up to 15%) and with increasing w/b ratio from 0.3 to 0.6 increase the coefficient of permeability, while QDFP concrete can be considered as good concrete since the water absorption recorded below than 10% by mass. © School of Engineering, Taylor's University.
publisher
issn 18234690
language English
format Article
accesstype
record_format scopus
collection Scopus
_version_ 1818940564203110400