| 000 | 02286ntm a2200289 a 4500 | ||
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| 001 | vtls000098145 | ||
| 003 | KUKTEM | ||
| 005 | 20251117113336.0 | ||
| 008 | 161123t2016 my a f m 000 0 eng d | ||
| 020 | _aTHE0000311(Local) | ||
| 039 | 9 |
_a201905141656 _bnazirah _c201905141656 _dnazirah _c201712261127 _dnazri _y201611231035 _zfateeha |
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| 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 |
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| 300 |
_axii, 38 p. : _bill. (some col.) ; _c30 cm. + _e1 CD-ROM |
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| 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 |
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| 650 | 0 | _aTheses | |
| 856 | 4 | 0 |
_uhttp://ecollib.ump.edu.my/id/eprint/3932 _zAccess in library only |
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_aVIRTUA40 _c7059 _d7065 |
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