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000			03079ntm a2200289 a 4500
001			vtls000092269
003			KUKTEM
005			20251117113302.0
008			151125t2015 my da f abm 000 0 eng d
020			_aTHE0000303(Local)
039		9	_a201905141631 _bnazirah _c201712071150 _dnazri _y201511251638 _zasma
040			_aUMP
090			_aFKASA .A847 2015 r Bc.
100	0		_aAhmed Ashraf Zaki Mohd
245	1	0	_aPalm kernel shell as partially replacement of fine aggregates in concrete / _cAhmed Ashraf Zaki Mohd
260			_aKuantan, Pahang : _bUMP, _c2015
300			_axiv, 49 p. : _bill. (some col.) ; _c30 cm.
500			_aFaculty of Civil Engineering and Earth Resources
502			_aProject Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2015
504			_aBibliography : p. 48-49
520	3		_aThis final year project discussed mainly about the feasibility of using the palm kernel shell as a partial replacement of fine aggregates in concrete. This studied were used the different percentage of palm kernel shell as a partial replacement of fine aggregates in concrete at 1%, 2%, and 3% by volume of sand. Palm kernel shells are derived from the oil palm tree (elaeis guineensis), an economically valuable tree because of its oil. Palm kernel shells have been used as aggregates in light and dense concretes for structural and non-structural purposes. Palm kernel shell were obtained from the Lepar Hilir palm oil mill and sieved with size between l.5mm to 2.36mm. The objectives of this final year project are to determine the workability, compressive strength and also flexural strength of concrete when adding with 1%, 2% and 3% of palm kernel shell as a replacement of fine aggregates in concrete. All of the testing were followed the British standard. The workability of concrete were tested by using slump test to check the consistency of freshly made concrete. For compressive strength total of 27 cubes with size 150mm x 150mm x 150mm were used to determine the compressive strength of concrete when replace with 1%, 2% and 3% of palm kernel shell as a replacement of fine aggregates in concrete. Then for flexural strength total of 27 beams with size 100mm x 100mm × 500mm were used to determine the flexural strength of concrete when replace with 1%, 2% and 3% of palm kernel shell as a replacement of fine aggregates in concrete. Compressive and flexural strength were conducted at 7 days, 14 days, and 28 days to get the strength of concrete. All of the testing were compared with normal concrete. As the result were obtained, it can concluded that replacement of palm kernel shell with 1% replacement had a probability to use as a sand replacement in construction industry
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/25088/ _zAccess in library only
999			_aVIRTUA40 _c6098 _d6104
999			_aVTLSSORT00800200040009001000245026003000500050205040520061006500650185609992