03079ntm a2200289 a 4500 vtls000092269 KUKTEM 20251117113302.0 151125t2015 my da f abm 000 0 eng d THE0000303(Local) 201905141631 nazirah 201712071150 nazri 201511251638 asma UMP FKASA .A847 2015 r Bc. Ahmed Ashraf Zaki Mohd Palm kernel shell as partially replacement of fine aggregates in concrete / Ahmed Ashraf Zaki Mohd Kuantan, Pahang : UMP, 2015 xiv, 49 p. : ill. (some col.) ; 30 cm. Faculty of Civil Engineering and Earth Resources Project Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2015 Bibliography : p. 48-49 This final year project discussed mainly about the feasibility of using the palm kernel shell as a partial replacement of fine aggregates in concrete. This studied were used the different percentage of palm kernel shell as a partial replacement of fine aggregates in concrete at 1%, 2%, and 3% by volume of sand. Palm kernel shells are derived from the oil palm tree (elaeis guineensis), an economically valuable tree because of its oil. Palm kernel shells have been used as aggregates in light and dense concretes for structural and non-structural purposes. Palm kernel shell were obtained from the Lepar Hilir palm oil mill and sieved with size between l.5mm to 2.36mm. The objectives of this final year project are to determine the workability, compressive strength and also flexural strength of concrete when adding with 1%, 2% and 3% of palm kernel shell as a replacement of fine aggregates in concrete. 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 27 cubes with size 150mm x 150mm x 150mm were used to determine the compressive strength of concrete when replace with 1%, 2% and 3% of palm kernel shell as a replacement of fine aggregates in concrete. Then for flexural strength total of 27 beams with size 100mm x 100mm × 500mm were used to determine the flexural strength of concrete when replace with 1%, 2% and 3% of palm kernel shell as a replacement of fine 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 palm kernel shell with 1% replacement had a probability to use as a sand replacement in construction industry Faculty of Civil Engineering and Earth Resources Dissertations Universities and Colleges Dissertations Theses http://ecollib.ump.edu.my/25088/ Access in library only 0 0 0 1 10000 10000 2019-09-04 0 FKASA .A847 2015 r Bc. 0000104298 2019-09-04 00:00:00 1 2019-09-04 PSM 0 0 0 1 10000 10000 2019-09-04 0 CD 9333 | FKASA .A847 2015 r Bc. 0000104299 2019-09-04 00:00:00 1 2019-09-04 PSM VIRTUA40 6098 6104 VTLSSORT0080*0200*0400*0900*1000*2450*2600*3000*5000*5020*5040*5200*6100*6500*6501*8560*9992