Behavior of steel fibre in reinforced recycled concrete aggregate beam /
Nur Syuhada Thobari,
Behavior of steel fibre in reinforced recycled concrete aggregate beam / Nur Syuhada Thobari - xii, [59] pages : illustrations (some color), charts ; 30 cm. + 1 CD-ROM
Faculty of Civil Engineering and Earth Resources
Project Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2017
Includes bibliographical references
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.
THE0000727(Local)
Faculty of Civil Engineering and Earth Resources--Dissertations
Universities and Colleges--Dissertations
Theses
Behavior of steel fibre in reinforced recycled concrete aggregate beam / Nur Syuhada Thobari - xii, [59] pages : illustrations (some color), charts ; 30 cm. + 1 CD-ROM
Faculty of Civil Engineering and Earth Resources
Project Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2017
Includes bibliographical references
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.
THE0000727(Local)
Faculty of Civil Engineering and Earth Resources--Dissertations
Universities and Colleges--Dissertations
Theses