02653ntm a2200325 i 4500001001400000003000700014005001700021008004100038020002200079040002300101100003200124245012200156264003400278264001200312300007600324336002100400336002100421337002500442337002300467338002300490338003000513347002400543500005300567502009000620504004000710520145300750610006802203650004502271650001102316vtls000102790KUKTEM20251117113347.0180117s2017    my da  f am   000 0 eng d  aTHE0000294(Local)  aUMPbengcUMPerda0 aA. Razak Mustapha,eauthor.10aPerformance of solid waste by product (palm oil clinker) as partial coarse aggregate replacement /cA. Razak Mustapha 1aKuantan, Pahang :bUMP,c2017 4c© 2017  ax, 47 pages :billustrations (some color), charts ;c30 cm. +e2 CD-ROM  atext2rdacontent  atext2rdacontent  aunmediated2rdamedia  acomputer2rdamedia  avolume2rdacarrier  acomputer disc2rdacarrier  atext filebPDF2rda  aFaculty of Civil Engineering and Earth Resources  aProject Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2017  aIncludes bibliographical references3 aThis research describes experimental studies on the effects of substitution of POC aggregates towards the mechanical properties of concrete which consist of workability, compressive strength and flexural strength. The most suitable water cement ratio for the mixture was obtained through trial mixtures and yielded a constant of 0.53. The different percentage of POC was use as partial coarse aggregate replacement which is consist of 0%, 5%, 10%, and 15% replacement by volume of granite. All of the testing were followed the British standard. The workability of concrete were tested by using slump test to check the consistency of freshly made concrete. For compressive strength, total of 36 cubes with size 150mm x 150mm x 150mm were used to determine the compressive strength of concrete when replace with 0%, 5%, 10% and 15% of POC as a replacement of coarse aggregates in concrete. Then, for flexural strength total of 36 prism with size of 150mm x 150mm x 750mm were used to determine the flexural strength of concrete when replace with 0%, 5%, 10% and 15% of POC as a replacement of coarse aggregates in concrete. Compressive and flexural strength were conducted at 7 days, 14 days, and 28 days to get the strength of concrete. All of the testing were compared with normal concrete. As the result were obtained, it can concluded that replacement of 10% and 15% POC had a probability to use as a granite replacement in construction industry.20aFaculty of Civil Engineering and Earth ResourcesxDissertations 0aUniversities and CollegesxDissertations 0aTheses