| 000 | 02436ntm a2200289 a 4500 | ||
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| 001 | vtls000092060 | ||
| 003 | KUKTEM | ||
| 005 | 20251117113310.0 | ||
| 008 | 151117t2015 my da f abm 000 0 eng d | ||
| 020 | _aTHE0000746(Local) | ||
| 039 | 9 |
_a201905161609 _bnazirah _c201712081131 _dnazri _c201511181226 _dasma _y201511171116 _zasma |
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| 040 | _aUMP | ||
| 090 | _aFKASA .T367 2015 r Bc. | ||
| 100 | 1 | _aTan, Soon Teck | |
| 245 | 1 | 0 |
_aWaste plastic bottle cap polypropylene (PP) as coarse aggregate replacement in concrete / _cTan Soon Teck |
| 260 |
_aKuantan, Pahang : _bUMP, _c2015 |
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| 300 |
_axvi, 61 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 – 2015 | ||
| 504 | _aBibliography : p. 58-61 | ||
| 520 | 3 | _aPolypropylene (PP) has been widely used by researchers to determine its performance in concrete matrix. Generally, PP will be crushed or reshaped into flakes, fibres or granular shapes. However, the cost and time consumption for processing will increased as the melting point of PP is around 170 oC. Hence, the novelty of this research was to determine the suitability of the polypropylene cap (without any alteration of shape) as coarse aggregate replacement in concrete. The results of slump test, rebound hammer test and compressive strength test shows that the PP cap were suitable to be replaced as coarse aggregate in concrete. The compressive strength of concrete with PP cap was 27.3 MPa, higher than 20 MPa which is suitable for general concrete work. Furthermore, the compressive strength results of concrete elevated to temperatures (100, 200, 300 and 600 oC) at the age of 28 days were also studied. From 100 oC to 300 oC, the results indicated that concrete with PP cap performed better than the control concrete. The coarse aggregate replaced by PP cap was fixed to 10 %. Based on the experimental results, It was concluded that the PP cap aggregates were suitable to replace as coarse aggregate in concrete | |
| 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 |
_uhttp://ecollib.ump.edu.my/25099/ _zAccess in library only |
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_aVIRTUA40 _c6319 _d6325 |
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