000			02785ntm a2200289 a 4500
001			vtls000092242
003			KUKTEM
005			20251117113308.0
008			151124t2015 my da f abm 000 0 eng d
020			_aTHE0000405(Local)
039		9	_a201905151426 _bnazirah _c201712061617 _dnazri _y201511241709 _zasma
040			_aUMP
090			_aFKASA .F383 2015 r Bc.
100	0		_aFatin Ajeerah Mad Din
245	1	0	_aInfluence of elevated temperature on physical properties and compressive strength of concrete containing laterite as partial fine aggregate replacement / _cFatin Ajeerah Mad Din
260			_aKuantan, Pahang : _bUMP, _c2015
300			_axv, 58 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 – 2015
504			_aBibliography : p. 55-58
520	3		_aNegative impact of sand mining includes erosion, loss of biodiversity, and soil contamination by chemicals from mining processes also one reason why laterite is being used as replacement. The impact of temperature rise on mass loss, compressive strength, and physical appearance on performance of concrete containing various percentage of laterite replacement has been investigated. Depletion of fine sand aggregate has led to production of concrete containing laterite as partial fine aggregate replacement. Laterite concrete can be used for structures such as buildings and also special structures for special purposes. The behaviour of laterite concrete upon fire outbreak is important to be known. In this study, the physical properties and compressive strength of concrete containing laterite aggregate as partial fine aggregate replacement has been carried out. Two types of mix have been used in this experimental work that is plain concrete (control specimen) and laterite concrete of various percentage of laterite aggregate. All the specimen were water cured for 28 day before testing. The specimens were exposed to a range of temperature beginning from 28°C until 800°C. Water cooling method was used to cool down the specimen after exposed to subjected temperature. It was found that the mass loss and compressive strength of the concrete decreased as the temperature increase. From the results, the strength of laterite concrete with 20% replacement of fine aggregate is better than plain concrete
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/25611/ _zAccess in library only
999			_aVIRTUA40 _c6265 _d6271
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