000			02825nam a22003617a 4500
999			_c90830 _d90836
003			MY-KuUP
005			20251125105400.0
007			ta
008			191009t20192019my a|||| |||| 00| 0 eng d
020			_aTHE0008206(Local)
040			_aUMP _beng _cUMP _erda
090			_aFKASA .N33 2019 r Bc.
100	0		_aNurul Nadia Abdul Karim, _eauthor.
245	1	2	_aA study on sand brick using wood dust as sand replacement / _cNurul Nadia Abdul Karim
264		1	_aKuantan, Pahang : _bUMP, _c2019
264		4	_a© 2019
300			_axi, 44 pages : _bIllustrations (some color) ; _c30 cm. + _e1 CD-ROM
336			_2rdacontent _atext
336			_2rdacontent _atext
337			_2rdamedia _aunmediated
337			_2rdamedia _acomputer
338			_2rdacarrier _avolume
338			_2rdacarrier _acomputer disc
347			_2rda _atext file _bPDF
500			_aFaculty of Civil Engineering and Earth Resources
502			_aProject Paper (Bachelor of Civil Engineering) -- Universiti Malaysia Pahang – 2019
504			_aIncludes bibliographical references
520	3		_aRecently, construction is one of the developing industry, thus the demand for the natural resources in order to produce the mixtures and material is getting high. Due to the limitation of sources and difficulties in production it is lead to the shortage and increasing of price of materials for construction works. Besides that, deal with environmental issues that related to the pollution that cause by the waste product from the industries. Increase in sand usage lead to mining activities that cause the ecological inequality such as degradation and corrosion of river bank. This research focused in term to determine the optimum wood dust as sand replacement material for sand brick production and to examine the compressive strength and water absorption rate. The study has been conducted in three different percentages which is 2.5%, 5.0% and 7.5% of wood dust replacement. Control samples with 0% replacement is use to compare with the other percentages. The mix ratio used for every mixtures is 1:6 and undergo 7 days and 28 days of curing process before the tested can be conducted. Total 80 numbers of brick were prepared with size 225 mm x 115 mm x 75 mm. The distribution of samples was 5 samples for each testing for both 7 days and 28 days for every percentage. The results show that the strength was reduce directly when the percentages of wood dust replacement increase as well as the water absorption rate also increase. The findings also show that the samples with 2.5% of wood dust are higher in compressive strength and lowest water absorption among the other samples.
610	2	0	_aFaculty of Civil Engineering and Earth Resources
650		0	_aDissertations _xUniversities and colleges
650		0	_aTheses
942			_2lcc _cPSM