02823ntm a2200373 i 4500 0 0 lcc 0 8 10000 10000 2019-09-04 0 FKASA .A73 2017 r Bc. 0000122082 2021-03-12 00:00:00 1 2019-09-04 PSM 0 0 lcc 0 0 10000 10000 2020-03-12 0 CD12393 T000000445 2021-05-04 00:00:00 1 2020-03-12 PSM 7339 7345 vtls000102790 KUKTEM 20251117113347.0 180117s2017 my da f am 000 0 eng d THE0000294(Local) 201905141624 nazirah 201802201125 saini 201801221018 saini UMP eng UMP rda FKASA .A73 2017 r Bc. A. Razak Mustapha, author. Performance of solid waste by product (palm oil clinker) as partial coarse aggregate replacement / A. Razak Mustapha Kuantan, Pahang : UMP, 2017 © 2017 x, 47 pages : illustrations (some color), charts ; 30 cm. + 2 CD-ROM text rdacontent text rdacontent unmediated rdamedia computer rdamedia volume rdacarrier computer disc rdacarrier text file PDF rda Faculty of Civil Engineering and Earth Resources Project Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2017 Includes bibliographical references This 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. Faculty of Civil Engineering and Earth Resources Dissertations Universities and Colleges Dissertations Theses lcc PSM