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008 200713t20192019my a|||fram|| 000 0 eng d
020 _aTHE0008736(Local)
_qhardback
040 _aUMP
_beng
_cUMP
_erda
090 _aFKASA .S245 2019 r Bc.
100 0 _aNur Syahira Che Mohd Nawi,
_eauthor.
245 1 0 _aStudy of sand brick ratio 1:6 for partial replacement of sand with palm oil clinker (5%, 10%and 15%) /
_cNur Syahira Che Mohd Nawi
264 1 _aKuantan, Pahang :
_bUMP,
_c2019
264 4 _c© 2019
300 _axiii, 70 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 _aNowadays, the construction industry and environmental management system has experienced a rapid development. Unfortunately, the rapid development of construction industry and environmental management has led to environmental pollution and the increased of waste generation from various sources. The oil palm industry is one of the major industries in Malaysia. According Malaysia Palm Oil Board (MPOB, 2015), palm oil industry in Malaysia produces about 90 million tons of palm oil in year 2014. A massive number of production will results to the massive number of waste produced. One of the waste produced in the oil palm industry is palm oil clinker (POC).This research is to study on the use of palm oil clinker (POC) as partial replacement for fine aggregate in cement sand brick. This study will benefits on reducing the use of natural sand. The effect of using different percentages of POC to LWSB due to compressive strength was investigated. There are three series of mix formulation of cement sand brick with mix density of 1600 kg/m3 were prepared that comprise of 5%, 10%, 15% as partial sand replacement from the total volume of sand was replaced with POC. The outcomes from replacing POC has resulting a good strength as in per requirement in JKR standard.
610 2 0 _aFaculty of Civil Engineering and Earth Resources
_xDisertations
650 0 _aUniversities and colleges
_xDisertations
650 0 _aTheses
942 _2lcc
_cPSM