Enhancement stiffness properties of asphalt using recycled HDPE (high density polyethylene) as additive and using several of mineral filler (portland cement and lime) on wearing course
The increase in traffic growth nowadays need high maintenance expenditures because demands the urgent for building better, long-lasting and more efficient roads to prevent and minimize bituminous pavement distresses. The aim for this research is to determine the parameter of asphalt mixture properti...
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| Format: | Undergraduates Project Papers |
| Language: | English |
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2014
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| Online Access: | http://umpir.ump.edu.my/id/eprint/11629/ http://umpir.ump.edu.my/id/eprint/11629/ http://umpir.ump.edu.my/id/eprint/11629/1/SITI%20UMIRAH%20BINTI%20KAMARUDIN.PDF |
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ump-11629 |
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eprints |
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ump-116292015-12-14T02:37:37Z http://umpir.ump.edu.my/id/eprint/11629/ Enhancement stiffness properties of asphalt using recycled HDPE (high density polyethylene) as additive and using several of mineral filler (portland cement and lime) on wearing course Siti Umirah, Kamarudin TE Highway engineering. Roads and pavements The increase in traffic growth nowadays need high maintenance expenditures because demands the urgent for building better, long-lasting and more efficient roads to prevent and minimize bituminous pavement distresses. The aim for this research is to determine the parameter of asphalt mixture properties as follow the requirement hot mix asphalt wearing course (ACW 14) in Standard Specification of Public Work Department Road Work. The investigate on the stiffness properties of HDPE as partial coarse aggregate additive and using several of mineral filler (Portland cement and lime) on wearing course by using Indirect Tensile Stiffness Modulus testing (ITSM) at 20°C. The different percentage of asphalt mixture HDPE were added in asphalt mixture such as 2%, 4 %, 8 % and 10%. In this experimental, for mineral filler that were used is lime and Portland cement. The result obtained from the lab testing, all the material was archive to use in asphalt mixture. The maximum stiffness of modified asphalt mixture reach at 4% additive with recycled HDPE and 7% lime as mineral filler. 2014-06 Undergraduates Project Papers NonPeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/11629/1/SITI%20UMIRAH%20BINTI%20KAMARUDIN.PDF Siti Umirah, Kamarudin (2014) Enhancement stiffness properties of asphalt using recycled HDPE (high density polyethylene) as additive and using several of mineral filler (portland cement and lime) on wearing course. Faculty of Civil Engineering and Earth Resources, Universiti Malaysia Pahang. http://iportal.ump.edu.my/lib/item?id=chamo:85016&theme=UMP2 |
| repository_type |
Digital Repository |
| institution_category |
Local University |
| institution |
Universiti Malaysia Pahang |
| building |
UMP Institutional Repository |
| collection |
Online Access |
| language |
English |
| topic |
TE Highway engineering. Roads and pavements |
| spellingShingle |
TE Highway engineering. Roads and pavements Siti Umirah, Kamarudin Enhancement stiffness properties of asphalt using recycled HDPE (high density polyethylene) as additive and using several of mineral filler (portland cement and lime) on wearing course |
| description |
The increase in traffic growth nowadays need high maintenance expenditures because demands the urgent for building better, long-lasting and more efficient roads to prevent and minimize bituminous pavement distresses. The aim for this research is to determine the parameter of asphalt mixture properties as follow the requirement hot mix asphalt wearing course (ACW 14) in Standard Specification of Public Work Department Road Work. The investigate on the stiffness properties of HDPE as partial coarse aggregate additive and using several of mineral filler (Portland cement and lime) on wearing course by using Indirect Tensile Stiffness Modulus testing (ITSM) at 20°C. The different percentage of asphalt mixture HDPE were added in asphalt mixture such as 2%, 4 %, 8 % and 10%. In this experimental, for mineral filler that were used is lime and Portland cement. The result obtained from the lab testing, all the material was archive to use in asphalt mixture. The maximum stiffness of modified asphalt mixture reach at 4% additive with recycled HDPE and 7% lime as mineral filler. |
| format |
Undergraduates Project Papers |
| author |
Siti Umirah, Kamarudin |
| author_facet |
Siti Umirah, Kamarudin |
| author_sort |
Siti Umirah, Kamarudin |
| title |
Enhancement stiffness properties of asphalt using recycled HDPE (high density polyethylene) as additive and using several of mineral filler (portland cement and lime) on wearing course |
| title_short |
Enhancement stiffness properties of asphalt using recycled HDPE (high density polyethylene) as additive and using several of mineral filler (portland cement and lime) on wearing course |
| title_full |
Enhancement stiffness properties of asphalt using recycled HDPE (high density polyethylene) as additive and using several of mineral filler (portland cement and lime) on wearing course |
| title_fullStr |
Enhancement stiffness properties of asphalt using recycled HDPE (high density polyethylene) as additive and using several of mineral filler (portland cement and lime) on wearing course |
| title_full_unstemmed |
Enhancement stiffness properties of asphalt using recycled HDPE (high density polyethylene) as additive and using several of mineral filler (portland cement and lime) on wearing course |
| title_sort |
enhancement stiffness properties of asphalt using recycled hdpe (high density polyethylene) as additive and using several of mineral filler (portland cement and lime) on wearing course |
| publishDate |
2014 |
| url |
http://umpir.ump.edu.my/id/eprint/11629/ http://umpir.ump.edu.my/id/eprint/11629/ http://umpir.ump.edu.my/id/eprint/11629/1/SITI%20UMIRAH%20BINTI%20KAMARUDIN.PDF |
| first_indexed |
2023-09-18T22:12:33Z |
| last_indexed |
2023-09-18T22:12:33Z |
| _version_ |
1777415124431142912 |