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008 200710t20192019my a|||fram|| 000 0 eng d
020 _aTHE0008728(Local)
_qhardback
040 _aUMP
_beng
_cUMP
_erda
090 _aFKASA .N37 2019 r Bc.
100 0 _aMuhammad Nasaii Mohd Zamri,
_eauthor.
245 1 0 _aExperimental study of properties for sand bricks with clinker as partial replacement for fine aggregate with ratio of 10% with rice husk of 10% , 20 % and 30% /
_cMuhammad Nasaii Mohd Zamri
264 1 _aKuantan, Pahang :
_bUMP,
_c2019
264 4 _c© 2019
300 _axiii, 59 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 _aUtilizing waste material in the construction industry is an effective way to protect the environment and minimize construction cost. In this paper, palm oil clinker (POC) aggregates and rice husk were used as fine aggregate replacement in sand brick production. Thus, experimental work has been conducted to investigate the effect of POC content and rice husk as partial sand replacement on the properties of brick. A total of three mixes containing various percentage of rice husk, which are 10%, 20%, 30% with constant 10% POC have been prepared. Half of specimens were water cured and another half were air cured until the testing date. The compressive strength test and flexural strength test was conducted at 28, 60 and 90 days. The water absorption test and density test was conducted at 28 days. The findings show that the more percentage of rice husk will reduce both compressive strength and flexural strength of the brick.
610 2 0 _aFaculty of Civil Engineering and Earth Resources
_xDisertations
650 0 _aUniversities and colleges
_xDisertations
650 0 _aTheses
942 _2lcc
_cPSM