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008 151119t2015 my da f abm 000 0 eng d
020 _aTHE0000355(Local)
039 9 _a201905141731
_bnazirah
_c201712071159
_dnazri
_y201511191430
_zasma
040 _aUMP
090 _aFKASA .C446 2015 r Bc.
100 0 _aChe Muhammad Faris Che Mohd Shamshudin
245 1 0 _aMechanical behavior of palm kernal shell concrete /
_cChe Muhammad Faris Che Mohd Shamshudin
260 _aKuantan, Pahang :
_bUMP,
_c2015
300 _axiv, 50 p. :
_bill. (some col.) ;
_c30 cm. +
_e1 CD ROM
500 _aFaculty of Civil Engineering and Earth Resources
502 _aProject Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2015
504 _aBibliography : p. 46-50
520 3 _aPalm kernel shell is a waste which is abundantly generated and disposed at the landfill by Malaysian palm oil industry. As a result, it contributes toward pollution problem. Using palm kernel shell as partial course aggregate replacement with different in concrete making would be able to reduce the amount of this waste ending up at landfill. This thesis presents an experimental study on the workability, compressive strength and flexural strength. Two types of mixes are prepared. One consists of a control mix and another one consist various sizes of crushed palm kernel shell with fixed percentages replacement. The sizes of palm kernel shell are 2.36mm-5mm,5mm-10mm and 10mm-15mm.The influenced of with palm kernel shell several sizes on the properties of concrete have been investigated. The workability decrease with an increase in the size of palm kernel shell used and compressive strength at size 5mm-10mm has a good strength. Flexural test increase with increase the size of palm kernel shell
610 2 0 _aFaculty of Civil Engineering and Earth Resources
_xDissertations
650 0 _aUniversities and Colleges
_xDissertations
650 0 _aTheses
856 4 0 _uhttp://ecollib.ump.edu.my/25619/
_zAccess in library only
999 _aVIRTUA40
_c6304
_d6310
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