000			02160ntm a2200289 a 4500
001			vtls000094396
003			KUKTEM
005			20251117113435.0
008			160411t2016 my da f abm 000 0 eng d
020			_aTHE0007960(Local)
039		9	_a201906131142 _bnadia _c201712141627 _dsaini _y201604111153 _ztraining3
040			_aUMP
090			_aFKASA .M84 2016 r Bc.
100	0		_aMuhammad Fahmi Muda
245	1	0	_aEvaluation on performance of bottom ash concrete / _cMuhammad Fahmi Muda
260			_aKuantan, Pahang : _bUMP, _c2016
300			_ax, 75 p. : _bill. (some col.) ; _c30 cm. + _e1 CD ROM
500			_aFaculty of Civil Engineering and Earth Resources
502			_aProject Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2016
504			_aBibliography : p. 61-63
520	3		_aTechnology 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.
610	2	0	_aFaculty of Civil Engineering and Earth Resources _xDissertations
650		0	_aUniversities and Colleges _xDissertations
650		0	_aTheses
856	4	0	_uhttp://ecollib.ump.edu.my/id/eprint/25680 _zAccess in library only
999			_aVIRTUA40 _c8698 _d8704
999			_aVTLSSORT0080*0200*0400*0900*1000*2450*2600*3000*5000*5020*5200*5040*6100*6500*6501*8560*9992