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020			_aTHE0008630(Local) _qhardback
040			_aUMP _beng _cUMP _erda
090			_aFKASA .M34 2019 r Bc.
100	1		_aMahmood, Osamah Maged, _eauthor.
245	1	2	_aA study of using tyre powder rubber as partially replacement of fine aggregate in concrete / _cOsamah Maged Mahmood
264		1	_aKuantan, Pahang : _bUMP, _c2019
264		4	_c© 2019
300			_axii, 52 pages : _billustrations ; _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		_aThe use of waste tire as a component in concrete has taken a great attention in engineering society. Sustainability was the first concern as well as properties of the product. Many researches have been done on the use of tires waste Rubber as a replacement of fine aggregate and course aggregate to produce environmentally sustainable concrete. This study is investigation on the performance of concrete using tyre rubber as partially replacement of fine aggregate. Three mixes of concrete are carried out with 0%, 5% and 10% level of replacement to investigate the effect of using tyre rubber in compressive strength, flexural strength, and ultra-pulse velocity test. In concrete production, Portland Composite cement, coarse aggregate, fine aggregate, water and tyre powder rubber waste are used as the materials in mixing process. The maximum size of coarse aggregate is 20 mm and the size of fine aggregate for this research is between 4.75 mm and 2.36 mm. The experiments conducted to compressive strength, flexural, ultra-pulse velocity respectively. In this research, slump test result of each batch is at range of 64-75 workability. Besides that, concrete with 0%, 5%, and 10% of tyre rubber replacement achieved compressive strength of 40.27, 29.13, and 26.15 N/mm2, respectively. While flexural strength is 5.648, 5.056, and 4.21, respectively. Results showed that strength of concrete reduced gradually with increasing percentage of tyre powder replacement. Results of ultra pules velocity with range of 3.58-4.17Km/s indicated that quality and integrity of concrete is good. Even though rubberized concrete mixture generally has a reduced compressive and flexural strength that may limit its use in certain structural applications, it possesses several desirable properties, such as lower density and higher toughness compared to conventional concrete.
610	2	0	_aFaculty of Civil Engineering and Earth Resources _xDissertations
650		0	_aUniversities and colleges _xDisertations
650		0	_aTheses
942			_2lcc _cPSM