Publication: Development of self-compacting concrete using contrast constant factorial design
| dc.citedby | 19 | |
| dc.contributor.author | Alqadi A.N.S. | en_US |
| dc.contributor.author | Bin Mustapha K.N. | en_US |
| dc.contributor.author | Naganathan S. | en_US |
| dc.contributor.author | Al-Kadi Q.N.S. | en_US |
| dc.contributor.authorid | 54971946700 | en_US |
| dc.contributor.authorid | 26032672000 | en_US |
| dc.contributor.authorid | 30267872100 | en_US |
| dc.contributor.authorid | 54973761000 | en_US |
| dc.date.accessioned | 2023-12-28T04:13:03Z | |
| dc.date.available | 2023-12-28T04:13:03Z | |
| dc.date.issued | 2013 | |
| dc.description.abstract | The objective of this study is to determine if adjustment of the four factors viz. cement content (C), water to powder (w/p) ratio, fly ash (FA) content, and superplasticizer (SP) will increase the compressive strength of self-compacting concrete (SCC) by using contrast constant factorial design and response surface methodology. The method of the analyzing 2k factorial design that is a design with k factors each at two levels was used with 16 factorial points. It is concluded that the interactions of the parameters of a couple effect of C with SP, w/p with SP, FA with SP, and C with FA and SP in a full quadratic model are the only significant effects and the underlying assumptions of the analysis are satisfied. In maximizing compressive strength, variables such as cement content A or x1, water to powder ratio B or x2, fly ash content C or x3, and super plasticizer dosage D or x4 should be at a high level of significance and the process is relatively robust (exhibiting strength) to superplasticizer D. � 2012 | en_US |
| dc.description.nature | Final | en_US |
| dc.identifier.doi | 10.1016/j.jksues.2012.06.002 | |
| dc.identifier.epage | 112 | |
| dc.identifier.issue | 2 | |
| dc.identifier.scopus | 2-s2.0-84904861940 | |
| dc.identifier.spage | 105 | |
| dc.identifier.uri | https://www.scopus.com/inward/record.uri?eid=2-s2.0-84904861940&doi=10.1016%2fj.jksues.2012.06.002&partnerID=40&md5=242e55ef76d736d559a192fb0774e13b | |
| dc.identifier.uri | https://irepository.uniten.edu.my/handle/123456789/29433 | |
| dc.identifier.volume | 25 | |
| dc.pagecount | 7 | |
| dc.publisher | King Saud University | en_US |
| dc.relation.ispartof | All Open Access; Gold Open Access | |
| dc.source | Scopus | |
| dc.sourcetitle | Journal of King Saud University - Engineering Sciences | |
| dc.subject | Compressive strength | |
| dc.subject | Factorial design | |
| dc.subject | Response surface methodology | |
| dc.subject | Self-compacting concrete | |
| dc.subject | Slump flow | |
| dc.subject | Cements | |
| dc.subject | Fly ash | |
| dc.subject | Powders | |
| dc.subject | Self compacting concrete | |
| dc.subject | Surface properties | |
| dc.subject | Cement content | |
| dc.subject | Couple effects | |
| dc.subject | Factorial design | |
| dc.subject | Fly ash content | |
| dc.subject | Quadratic modeling | |
| dc.subject | Response surface methodology | |
| dc.subject | Slump flow | |
| dc.subject | Superplasticizers | |
| dc.subject | Compressive strength | |
| dc.title | Development of self-compacting concrete using contrast constant factorial design | en_US |
| dc.type | Article | en_US |
| dspace.entity.type | Publication |