000 02842ntm a2200373 i 4500
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008 180116s2017 my da f am 000 0 eng d
020 _aTHE0000496(Local)
039 9 _a201905151531
_bnazirah
_c201802091555
_dsaini
_c201801221055
_dsaini
_y201801161149
_zsaini
040 _aUMP
_beng
_cUMP
_erda
090 _aFKASA .I998 2017 r Bc.
100 0 _aIzzat Akmal Ruslee,
_eauthor.
245 1 0 _aMechanical properties of cement brick using rice husk ash (RHA) as cement replacement /
_cIzzat Akmal Ruslee
264 1 _aKuantan, Pahang :
_bUMP,
_c2017
264 4 _c© 2017
300 _axi, 34 pages :
_billustrations (some color), charts ;
_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 – 2017
504 _aIncludes bibliographical references
520 3 _aThis research is to determine the characteristic of cement sand brick in term of compressive strength, flexural strength and water absorption using rice husk ash as a partially cement replacement. Cement bricks containing rice husk ash should be promoted as a new construction material to replace the existing bricks in market. Properties of the material used must be better understood first to obtain the desired cement brick. Generally, this paper presents a laboratory study on the effect of rice husk ash (RHA) on properties of cement bricks. The compressive strength, flexural strength and water absorption were investigated. Preliminary analysis of the constituent materials of the ordinary Portland cement and Rice Husk Ash cement bricks were conducted to confirm their suitability for bricks making. Physical test of the recently prepared mix was also carried out. 210mm x 100mm x 75mm cement bricks were cast and compacted for 7, 14 and 28 days at 0, 10, 20 and 30 percent replacement levels. In conclusion, the high performance of bricks can be produced using rice husk ash (RHA) as cement replacement material. The compressive strength of the OPC and RHA cement bricks increases with age at curing and decreases as the percentage of RHA content increases. The study arrived at an optimum replacement level of 20%.
610 2 0 _aFaculty of Civil Engineering and Earth Resources
_xDissertations
650 0 _aUniversities and Colleges
_xDissertations
650 0 _aTheses
999 _aVIRTUA40
_c7360
_d7366
999 _aVTLSSORT0080*0200*0400*0900*1000*2450*2640*2641*3000*3360*3361*3370*3371*3380*3381*3470*5000*5020*5040*5200*6100*6500*6501*9992