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008 161123t2016 my a f m 000 0 eng d
020 _aTHE0000311(Local)
039 9 _a201905141656
_bnazirah
_c201905141656
_dnazirah
_c201712261127
_dnazri
_y201611231035
_zfateeha
040 _aUMP
090 _aFKASA .A86 2016 r Bc.
100 0 _aMohd Asmawi Md Desa
245 1 0 _aBehaviour of oil palm shell reinforced concrete beam partly replaced by palm oil fuel ash /
_cMohd Asmawi Md Desa
260 _aKuantan, Pahang :
_bUMP,
_c2016
300 _axii, 38 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 – 2016
504 _aBibliography : p. 35-38
520 3 _aIn Malaysia, issue of natural contamination coming about because of transfer of Palm Oil Fuel Ash (POFA) which is a by-item from palm oil mill has started exploration to consolidate this waste in Oil Palm Shell (OPS) lightweight concrete structural. The current investigates the behaviour of oil palm shell reinforced concrete beam partly replaced by palm oil fuel ash. All mixes were casted in total of 4 reinforced concrete beam and 24 cubes with OPS RC mixes were producing by replaced 20% of POFA on cement, sand and aggregates were fabricated and tested. The flexural test and compressive test is conducted in accordance to BS EN 12390 – 3 and BS EN 12390 – 5 at the age of 7 and 28 days. The Data presented include the load – deflection curves, ductility, compressive strength and cracking pattern. From the result, it was observed that mixes with replaced POFA on cement would enhance the strength of concrete and from the flexural test shows that with replacement on cement, the ductility of beam is better than others replacement.
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/id/eprint/3932
_zAccess in library only
999 _aVIRTUA40
_c7059
_d7065
999 _aVTLSSORT0080*0200*0400*0900*1000*2450*2600*3000*5000*5020*5040*5200*6100*6500*6501*8560*9992