Hanafiah, Hanafiah and Saloma, Saloma and Victor, Victor and Amalina, Khoirunnisa Nur (2017) The Effect of w/c Ratio on Microstructure of Self- Compacting Concrete (SCC) with Sugarcane Bagasse Ash (SCBA). AIP Conference Proceedings, 1903. 050006-1-050006-10.
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AIP 1903, 050006 (2017) Hanafiah, Saloma, Victor, Khoirunnisa Nur Amalina.pdf - Published Version Download (1MB) | Preview |
Abstract
Self-Compacting Concrete (SCC) is a concrete that can flow and compact by itself without vibrator. The ability of SCC to flow by itself makes this concrete very suitable for construction that has very small reinforcement gaps. In this study, SCC was designed to get a compressive strength above 60 MPa at the age of 28 days. Sugarcane bagasse ash was used as substitution material for cement replacement. Percentages of sugarcane bagasse ash used were 10%, 15%, and 20%. There were three w/c values that vary from 0.275, 0.300, and 0.325. Testing standards referred to ASTM, EFNARC and ACI. The fresh concrete test was slump flow, L-box and V-funnel. The maximum compressive strength was in the mixture with the sugarcane bagasse ash composition of 15% and w/c = 0.275 which was 67.24 MPa. The result of SEM test analysis found that the mixture composition with 15% sugarcane bagasse ash has solid CSH structure, small amount of pores, and smaller pore diameter than other mixtures.
| Item Type: | Article |
|---|---|
| Subjects: | T Technology > TH Building construction > TH1000-1725 Systems of building construction Including fireproof construction, concrete construction |
| Divisions: | 03-Faculty of Engineering > 22101-Civil Engineering (S2) 03-Faculty of Engineering > 22201-Civil Engineering (S1) |
| Depositing User: | Saloma Hasyim |
| Date Deposited: | 04 Jun 2021 11:56 |
| Last Modified: | 04 Jun 2021 11:56 |
| URI: | http://repository.unsri.ac.id/id/eprint/47595 |
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