Development of a long life design procedure for Australian asphalt pavements
This project examined the incorporation of the Fatigue Endurance Limit concept into a pavement design procedure. The result of the project was the development of a validated method based off fundamental laboratory testing, which can be used to determine the maximum thickness of an asphalt pavement,...
| Main Author: | |
|---|---|
| Format: | Thesis |
| Language: | English |
| Published: |
Curtin University
2015
|
| Online Access: | http://hdl.handle.net/20.500.11937/2231 |
| _version_ | 1848743896306155520 |
|---|---|
| author | Sullivan, Bevan William |
| author_facet | Sullivan, Bevan William |
| author_sort | Sullivan, Bevan William |
| building | Curtin Institutional Repository |
| collection | Online Access |
| description | This project examined the incorporation of the Fatigue Endurance Limit concept into a pavement design procedure. The result of the project was the development of a validated method based off fundamental laboratory testing, which can be used to determine the maximum thickness of an asphalt pavement, beyond which any increase in design thickness will result in little to no increase in the structural capacity of the pavement. |
| first_indexed | 2025-11-14T05:52:51Z |
| format | Thesis |
| id | curtin-20.500.11937-2231 |
| institution | Curtin University Malaysia |
| institution_category | Local University |
| language | English |
| last_indexed | 2025-11-14T05:52:51Z |
| publishDate | 2015 |
| publisher | Curtin University |
| recordtype | eprints |
| repository_type | Digital Repository |
| spelling | curtin-20.500.11937-22312017-02-20T06:38:33Z Development of a long life design procedure for Australian asphalt pavements Sullivan, Bevan William This project examined the incorporation of the Fatigue Endurance Limit concept into a pavement design procedure. The result of the project was the development of a validated method based off fundamental laboratory testing, which can be used to determine the maximum thickness of an asphalt pavement, beyond which any increase in design thickness will result in little to no increase in the structural capacity of the pavement. 2015 Thesis http://hdl.handle.net/20.500.11937/2231 en Curtin University fulltext |
| spellingShingle | Sullivan, Bevan William Development of a long life design procedure for Australian asphalt pavements |
| title | Development of a long life design procedure for Australian asphalt pavements |
| title_full | Development of a long life design procedure for Australian asphalt pavements |
| title_fullStr | Development of a long life design procedure for Australian asphalt pavements |
| title_full_unstemmed | Development of a long life design procedure for Australian asphalt pavements |
| title_short | Development of a long life design procedure for Australian asphalt pavements |
| title_sort | development of a long life design procedure for australian asphalt pavements |
| url | http://hdl.handle.net/20.500.11937/2231 |