| 000 | 02235ntm a2200373 i 4500 | ||
|---|---|---|---|
| 999 |
_c92328 _d92334 |
||
| 003 | MY-KuUP | ||
| 005 | 20251125105537.0 | ||
| 006 | t||||fr|||| 000 0 | ||
| 007 | ta | ||
| 008 | 200624t20192019my a|||fram|| 000 0 eng d | ||
| 020 |
_aTHE0008637(Local) _qhardback |
||
| 040 |
_aUMP _beng _cUMP _erda |
||
| 090 | _aFKASA .I99 2019 r Bc. | ||
| 100 | 0 |
_aNurul Izzatul Alia Nazri, _eauthor. |
|
| 245 | 1 | 4 |
_aThe effect of waste cooking oil in warm mix asphalt / _cNurul Izzatul Alia Nazri |
| 264 | 1 |
_aKuantan, Pahang : _bUMP, _c2019 |
|
| 264 | 4 | _c© 2019 | |
| 300 |
_axi, 62 pages : _billustrations ; _c30 cm. + _e1 CD-ROM |
||
| 336 |
_atext _2rdacontent |
||
| 336 |
_atext _2rdacontent |
||
| 337 |
_aunmediated _2rdamedia |
||
| 337 |
_acomputer _2rdamedia |
||
| 338 |
_avolume _2rdacarrier |
||
| 338 |
_acomputer disc _2rdacarrier |
||
| 347 |
_atext file _bPDF _2rda |
||
| 500 | _aFaculty of Civil Engineering and Earth Resources | ||
| 502 | _aProject Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2019 | ||
| 504 | _aIncludes bibliographical references | ||
| 520 | 3 | _aThere are many studies have been done to determine the waste material that can be used to improve resistance to rutting, permanent deformation and fatigue cracking due to binder hardening and improve adhesion of binder to aggregate. In this study, the performance of Waste Cooking Oil (WCO) as a bitumen modifier in asphalt concrete pavement was investigated. This study focuses on the addition of WCO in following order 0% as control, 3%, 4%, and 5% by the weight of bitumen. The aim of this study is to investigate the effect of WCO on the engineering properties of Asphaltic Concrete 14. The different percentage of WCO was blended into the bitumen using a high shear mixer at a constant speed of 1000 rpm for one hour at 140℃. Marshall Stability test was carried out to determine the optimum bitumen content of the mixture. The performance of the samples was evaluated through the stability and volumetric properties, resilient modulus and dynamic creep. | |
| 610 | 2 | 0 |
_aFaculty of Civil Engineering and Earth Resources _xDisertations |
| 650 | 0 |
_aUniversities and colleges _xDisertations |
|
| 650 | 0 | _aTheses | |
| 942 |
_2lcc _cPSM |
||