02727ntm a2200289 a 4500 vtls000092290 KUKTEM 20251117113358.0 151129t2015 my da f abm 000 0 eng d THE0000334(Local) 201905141718 nazirah 201711281646 saini 201511291159 asma 201511291156 asma UMP FKASA .A965 2015 r Bc. Azmira Ab Aziz Comparisons between mix designs towards SF-OPSC mechanical properties / Azmira Ab Aziz Kuantan, Pahang : UMP, 2015 xvii, 72 p. : ill. (some col.) ; 30 cm. + 1 CD ROM Faculty of Civil Engineering and Earth Resources Project Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2015 Bibliography : p. 71-72 Oil Palm Shell (OPS) is a waste lightweight aggregate originating from the palm oil industry. In this study, OPS was used as coarse aggregate. This research investigate the comparison between mix designs towards the Steel Fiber Oil Palm Shell Concrete (SF-OPSC) mechanical properties with similar concrete strength. The objectives of this study are determine the effect of different mix designs to the behaviour of SF-OPSC and study the mechanical properties of SF-OPSC. The testing specimen are cube, cylinder and prism specimens. The size of cube is 100 mm x 100 mm x 100 mm, cylinder with 150 mm in diameter and 300 mm in height and prism with the cross-section of 100 mm x 100 mm and 500 mm in length. The concrete grade that is used is 25 MPa. The tests that are conducted are compressive strength test, flexural strength test, tensile strength test and modulus of elasticity test. The type of fiber that is used is hooked end steel fiber. The volume fraction of SF is same which is 1%. The mix designs used are different in W/C; which are 0.58 and 0.62. The amount of OPS aggregate that are used in the specimen are 50% and 100%. Results shows that W/C does influenced the mechanical properties of SF-OPSC. The compressive strength of SF-OPSC increased with the increasing of W/C. While, the flexural strength increased with the increasing of W/C. Other than that, the splitting tensile strength of SF-OPSC decreased with the increasing of W/C. Finally, the W/C does influenced the modulus of elasticity of SF-OPSC Faculty of Civil Engineering and Earth Resources Dissertations Universities and Colleges Dissertations Theses http://ecollib.ump.edu.my/id/eprint/9537 Access in library only 0 0 0 1 10000 10000 2019-09-04 0 FKASA .A965 2015 r Bc. 0000104267 2019-09-04 00:00:00 1 2019-09-04 PSM 0 0 0 1 10000 10000 2019-09-04 0 CD 9318 | FKASA .A965 2015 r Bc. 0000104268 2019-09-04 00:00:00 1 2019-09-04 PSM VIRTUA40 7663 7669 VTLSSORT0080*0200*0400*0900*1000*2450*2600*3000*5000*5020*5040*5200*6100*6500*6501*8560*9992