Comparison of rheological properties between plastic modified bitumen and normal bitumen

Increasing of the solid waste in Malaysia, the per capita generation from 0.45 to 1.44 kg/day becomes a serious problem. Plastic incineration will not solve the increasing waste problem, but produce other problem such as air pollution. Burning plastics disposal may create dioxin and directly contri...

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Main Author: Nazurah Zahidah, Binti Umar Baki
Format: Final Year Project Report
Language:English
English
Published: Universiti Malaysia Sarawak, UNIMAS 2010
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Online Access:http://ir.unimas.my/id/eprint/7694/1/Nazurah%20Zahidah%20Binti%20Umar%20Baki%2024pgs.pdf
http://ir.unimas.my/id/eprint/7694/4/Nazurah%20Zahidah%20Binti%20Umar%20Baki%20ft.pdf
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spelling my.unimas.ir.76942024-01-05T07:17:36Z http://ir.unimas.my/id/eprint/7694/ Comparison of rheological properties between plastic modified bitumen and normal bitumen Nazurah Zahidah, Binti Umar Baki QC Physics QD Chemistry TD Environmental technology. Sanitary engineering Increasing of the solid waste in Malaysia, the per capita generation from 0.45 to 1.44 kg/day becomes a serious problem. Plastic incineration will not solve the increasing waste problem, but produce other problem such as air pollution. Burning plastics disposal may create dioxin and directly contribute to the depletion of the ozone layer. Since 1995 the plastic recycling programs were introduce in United State. Unfortunately, the recycling of plastic has been proven difficult to be carried out. The biggest problem with plastic recycling is that is difficult to automate the sorting of plastic waste. This study is to determine the rheological properties of modified bitumen. The plastic is used as an additive in the bitumen. In the same time, the solid waste can be reducing. There are three types of test, Rolling Thin Film Oven Test, Penetration Test and Softening Test. From the RTFO test, the mass loss of the unmodified 10% plastic is high. The penetration test, penetration unit is decrease with the increasing of the percentage of the plastic. While in the softening test, the softening point is increasing with the increasing of the percentage of the plastic. From the penetration unit and the vi softening point, the penetration index can be determined. The penetration index is increasing with the increasing of the percentage of plastic. The unmodified bitumen, 1% and 2% of modified bitumen is the conventional paving bitumen type while the 3% to 8% of modified bitumen is blow bitumen type. Universiti Malaysia Sarawak, UNIMAS 2010 Final Year Project Report NonPeerReviewed text en http://ir.unimas.my/id/eprint/7694/1/Nazurah%20Zahidah%20Binti%20Umar%20Baki%2024pgs.pdf text en http://ir.unimas.my/id/eprint/7694/4/Nazurah%20Zahidah%20Binti%20Umar%20Baki%20ft.pdf Nazurah Zahidah, Binti Umar Baki (2010) Comparison of rheological properties between plastic modified bitumen and normal bitumen. [Final Year Project Report] (Unpublished)
institution Universiti Malaysia Sarawak
building Centre for Academic Information Services (CAIS)
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Malaysia Sarawak
content_source UNIMAS Institutional Repository
url_provider http://ir.unimas.my/
language English
English
topic QC Physics
QD Chemistry
TD Environmental technology. Sanitary engineering
spellingShingle QC Physics
QD Chemistry
TD Environmental technology. Sanitary engineering
Nazurah Zahidah, Binti Umar Baki
Comparison of rheological properties between plastic modified bitumen and normal bitumen
description Increasing of the solid waste in Malaysia, the per capita generation from 0.45 to 1.44 kg/day becomes a serious problem. Plastic incineration will not solve the increasing waste problem, but produce other problem such as air pollution. Burning plastics disposal may create dioxin and directly contribute to the depletion of the ozone layer. Since 1995 the plastic recycling programs were introduce in United State. Unfortunately, the recycling of plastic has been proven difficult to be carried out. The biggest problem with plastic recycling is that is difficult to automate the sorting of plastic waste. This study is to determine the rheological properties of modified bitumen. The plastic is used as an additive in the bitumen. In the same time, the solid waste can be reducing. There are three types of test, Rolling Thin Film Oven Test, Penetration Test and Softening Test. From the RTFO test, the mass loss of the unmodified 10% plastic is high. The penetration test, penetration unit is decrease with the increasing of the percentage of the plastic. While in the softening test, the softening point is increasing with the increasing of the percentage of the plastic. From the penetration unit and the vi softening point, the penetration index can be determined. The penetration index is increasing with the increasing of the percentage of plastic. The unmodified bitumen, 1% and 2% of modified bitumen is the conventional paving bitumen type while the 3% to 8% of modified bitumen is blow bitumen type.
format Final Year Project Report
author Nazurah Zahidah, Binti Umar Baki
author_facet Nazurah Zahidah, Binti Umar Baki
author_sort Nazurah Zahidah, Binti Umar Baki
title Comparison of rheological properties between plastic modified bitumen and normal bitumen
title_short Comparison of rheological properties between plastic modified bitumen and normal bitumen
title_full Comparison of rheological properties between plastic modified bitumen and normal bitumen
title_fullStr Comparison of rheological properties between plastic modified bitumen and normal bitumen
title_full_unstemmed Comparison of rheological properties between plastic modified bitumen and normal bitumen
title_sort comparison of rheological properties between plastic modified bitumen and normal bitumen
publisher Universiti Malaysia Sarawak, UNIMAS
publishDate 2010
url http://ir.unimas.my/id/eprint/7694/1/Nazurah%20Zahidah%20Binti%20Umar%20Baki%2024pgs.pdf
http://ir.unimas.my/id/eprint/7694/4/Nazurah%20Zahidah%20Binti%20Umar%20Baki%20ft.pdf
http://ir.unimas.my/id/eprint/7694/
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score 13.211869