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008			200713t20192019my a|||fram|| 000 0 eng d
020			_aTHE0008737(Local) _qhardback
040			_aUMP _beng _cUMP _erda
090			_aFKASA .R35 2019 r Bc.
100	0		_aNur Raidah Mohd Rejuhan, _eauthor.
245	1	0	_aCompressive strength of ultrahigh performance concrete incorporating palm oil clinker as aggregate replacement at different elevated temperatures / _cNur Raidah Mohd Rejuhan
264		1	_aKuantan, Pahang : _bUMP, _c2019
264		4	_c© 2019
300			_axii, 45 pages : _billustrations (some color) ; _c30 cm. + _e1 CD-ROM
336			_atext _2rdacontent
336			_atext _2rdacontent
337			_aunmediated _2rdamedia
337			_acomputer _2rdamedia
338			_avolume _2rdacarrier
338			_acomputer disc _2rdacarrier
347			_atext file _bPDF _2rda
500			_aFaculty of Civil Engineering and Earth Resources
502			_aProject Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2019
504			_aIncludes bibliographical references
520	3		_aUltra-high performance concrete (UHPC) is a construction material with excellent mechanical properties and good durability as compared to conventional concrete. Despite its outstanding properties, UHPC also has some limitations in terms availability of raw constituent materials. UHPC require large amount of coarse aggregate in the production of UHPC. Therefore, the incorporation of waste material namely palm oil clinker (POC) as aggregate replacement in UHPC is a promising solution to these arising problems. This idea also was inspired from the crucial environmental issues that resulting from the disposal of palm oil waste. It not only minimize the degradation, but it also guides to sustainable development by ensuring the conservation of natural sources. Eventhough UHPC has impressive properties and strength, UHPC are having big challenge with fire and high temperature. In this study, the possibility of using POC as aggregate replacement was investigated. Four (4) different percentages of levels POC as aggregate replacement were prepared. There are 0 %, 5 %, 10 % and 15 % of POC from total weight of aggregate used. In this study, the specimens were heated in the furnace at 200°C, 400°C, 600°C and 800°C for one (1) hour. Then, the strength properties of specimens in terms of compressive strength at 7, 28 and 60 days were investigated. The mode failure of specimens with and without POC after subjected to high temperatures were observed and studied.
610	2	0	_aFaculty of Civil Engineering and Earth Resources _xDisertations
650		0	_aUniversities and colleges _xDisertations
650		0	_aTheses
942			_2lcc _cPSM