Evaluation on performance of bottom ash concrete /
Muhammad Fahmi Muda
Evaluation on performance of bottom ash concrete / Muhammad Fahmi Muda - Kuantan, Pahang : UMP, 2016 - x, 75 p. : ill. (some col.) ; 30 cm. + 1 CD ROM
Faculty of Civil Engineering and Earth Resources
Project Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2016
Bibliography : p. 61-63
Technology in concrete has been developing in many ways to enhance the quality and properties of concrete. One of the technological advances in improving the quality of concrete is by using self compacting concrete (SCC). This research was carried out to establish the properties and flexural behaviour of SCC using bottom ash (BHA) mix design of constant water-cement ratio. The main objective of this study os to find the suitable concrete composition which can be categorized as SCC that using BHA as fine replacement material together. There are five composition of mixes were prepared and laboratory test was carried out to investigate the properties of fresh SCC and the strength development of hardened SCC. A total of 48 concrete cube specimens 100 mm x 100 mm x 100 mm were prepared for compression test at 7 and 28 days. This composition increased the performance of hardened concrete while benefit in the environment by using the recycle able ,aterial in concrete mixture.
THE0007960(Local)
Faculty of Civil Engineering and Earth Resources--Dissertations
Universities and Colleges--Dissertations
Theses
Evaluation on performance of bottom ash concrete / Muhammad Fahmi Muda - Kuantan, Pahang : UMP, 2016 - x, 75 p. : ill. (some col.) ; 30 cm. + 1 CD ROM
Faculty of Civil Engineering and Earth Resources
Project Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2016
Bibliography : p. 61-63
Technology in concrete has been developing in many ways to enhance the quality and properties of concrete. One of the technological advances in improving the quality of concrete is by using self compacting concrete (SCC). This research was carried out to establish the properties and flexural behaviour of SCC using bottom ash (BHA) mix design of constant water-cement ratio. The main objective of this study os to find the suitable concrete composition which can be categorized as SCC that using BHA as fine replacement material together. There are five composition of mixes were prepared and laboratory test was carried out to investigate the properties of fresh SCC and the strength development of hardened SCC. A total of 48 concrete cube specimens 100 mm x 100 mm x 100 mm were prepared for compression test at 7 and 28 days. This composition increased the performance of hardened concrete while benefit in the environment by using the recycle able ,aterial in concrete mixture.
THE0007960(Local)
Faculty of Civil Engineering and Earth Resources--Dissertations
Universities and Colleges--Dissertations
Theses