The effect of binder’s durability on the performance of asphalt mixture

As of the end of 2014, there are 3496 km length of asphalt pavement according to Land Transport Authority, therefore the maintenance and rehabilitation of asphalt pavement can contribute to a considerable portion of national budget. By improving the durability of pavement, the cost reduction and...

Full description

Saved in:
Bibliographic Details
Main Author: Tan, Albert Yee Hau
Other Authors: Wong Yiik Diew
Format: Final Year Project
Language:English
Published: Nanyang Technological University 2020
Subjects:
Online Access:https://hdl.handle.net/10356/138100
Tags: Add Tag
No Tags, Be the first to tag this record!
Institution: Nanyang Technological University
Language: English
id sg-ntu-dr.10356-138100
record_format dspace
spelling sg-ntu-dr.10356-1381002020-04-24T03:18:17Z The effect of binder’s durability on the performance of asphalt mixture Tan, Albert Yee Hau Wong Yiik Diew School of Civil and Environmental Engineering ExxonMobil Asia Pacific Pte Ltd cydwong@ntu.edu.sg Engineering::Civil engineering As of the end of 2014, there are 3496 km length of asphalt pavement according to Land Transport Authority, therefore the maintenance and rehabilitation of asphalt pavement can contribute to a considerable portion of national budget. By improving the durability of pavement, the cost reduction and the riding quality of pavement can be optimised. One of the major influencing factors on the durability of asphalt pavement is the quality of binder. Herein, the objective of this project is to study the effects of binder durability on the performance of asphalt pavement. In this project, two different grades of binder (60/70 and C320) were aged by Pressurised Ageing Vessels (PAV) to two different degrees of aging which are referred as moderately aged (10hours) and highly aged (20hours). Next, mixture specimens were cast using the six different binders (including unaged binders) by means of gyratory compactor. A total of 54 cylindrical specimens were tested on three mechanistic tests which are creep resistance test, indirect tensile test (IDT) and moisture susceptibility test. From the results, it is observed that the aged binder can improve the rutting resistance based on the creep resistance test. While for IDT, the degree of ageing of binder did not have any significant impact on the resilient modulus. On the other hand, the impact of ageing on moisture-induced damage was observed but not substantively. It could be deduced from the analysis that the effects of binder durability is more prominent on some aspects only. Herein, more studies on other aspects of pavement durability are required to provide a definitive and comprehensive conclusion. Bachelor of Engineering (Civil) 2020-04-24T03:18:17Z 2020-04-24T03:18:17Z 2020 Final Year Project (FYP) https://hdl.handle.net/10356/138100 en TR04 application/pdf Nanyang Technological University
institution Nanyang Technological University
building NTU Library
country Singapore
collection DR-NTU
language English
topic Engineering::Civil engineering
spellingShingle Engineering::Civil engineering
Tan, Albert Yee Hau
The effect of binder’s durability on the performance of asphalt mixture
description As of the end of 2014, there are 3496 km length of asphalt pavement according to Land Transport Authority, therefore the maintenance and rehabilitation of asphalt pavement can contribute to a considerable portion of national budget. By improving the durability of pavement, the cost reduction and the riding quality of pavement can be optimised. One of the major influencing factors on the durability of asphalt pavement is the quality of binder. Herein, the objective of this project is to study the effects of binder durability on the performance of asphalt pavement. In this project, two different grades of binder (60/70 and C320) were aged by Pressurised Ageing Vessels (PAV) to two different degrees of aging which are referred as moderately aged (10hours) and highly aged (20hours). Next, mixture specimens were cast using the six different binders (including unaged binders) by means of gyratory compactor. A total of 54 cylindrical specimens were tested on three mechanistic tests which are creep resistance test, indirect tensile test (IDT) and moisture susceptibility test. From the results, it is observed that the aged binder can improve the rutting resistance based on the creep resistance test. While for IDT, the degree of ageing of binder did not have any significant impact on the resilient modulus. On the other hand, the impact of ageing on moisture-induced damage was observed but not substantively. It could be deduced from the analysis that the effects of binder durability is more prominent on some aspects only. Herein, more studies on other aspects of pavement durability are required to provide a definitive and comprehensive conclusion.
author2 Wong Yiik Diew
author_facet Wong Yiik Diew
Tan, Albert Yee Hau
format Final Year Project
author Tan, Albert Yee Hau
author_sort Tan, Albert Yee Hau
title The effect of binder’s durability on the performance of asphalt mixture
title_short The effect of binder’s durability on the performance of asphalt mixture
title_full The effect of binder’s durability on the performance of asphalt mixture
title_fullStr The effect of binder’s durability on the performance of asphalt mixture
title_full_unstemmed The effect of binder’s durability on the performance of asphalt mixture
title_sort effect of binder’s durability on the performance of asphalt mixture
publisher Nanyang Technological University
publishDate 2020
url https://hdl.handle.net/10356/138100
_version_ 1681058944720568320