Nur Syuhada, Thobari (2017) Behavior of steel fibre in reinforced recycled concrete aggregate beam. Faculty of Civil Engineering and Earth Resources, Universiti Malaysia Pahang.
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27.Behavior of steel fibre in reinforced recycled concrete aggregate beam.pdf - Accepted Version Download (2MB) | Preview |
Abstract
This paper is to investigate the effects of replacing natural coarse aggregates (NCA) with recycled concrete aggregates (RCA) and additional of steel fibres (SF) on compressive strength and flexural strength of concrete. There are four beams are provided with concrete mix design in this project by partial replacing NCA by 25% RCA and by adding 0%, 1% and 2% of SF. To determine the flexural strength, the beams of size 150mm X 250mm X 1500 mm were casted. To determine compressive strength of concrete mix, 24 cubes of size 150mm x 150mm x 150mm were prepared and tested after the period of 7 and 28 days of water curing.
| Item Type: | Undergraduates Project Papers |
|---|---|
| Additional Information: | Project Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2017; SV: DR SHARIFAH MASZURA SYED MOHSIN, NO. CD: 11115 |
| Uncontrolled Keywords: | Steel fibre; recycled concrete aggregates |
| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) |
| Faculty/Division: | Faculty of Civil Engineering & Earth Resources |
| Depositing User: | Mrs. Sufarini Mohd Sudin |
| Date Deposited: | 12 Sep 2018 03:39 |
| Last Modified: | 18 May 2023 04:40 |
| URI: | http://umpir.ump.edu.my/id/eprint/21707 |
| Download Statistic: | View Download Statistics |
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