Contributory Factors Related to Permanent Deformation of Hot Asphalt Mixtures
Permanent deformation (Rutting) of asphalt pavements which appears in many roads in Iraq, have caused a major impact on pavement performance by reducing the useful service life of pavement and creating services hazards for highway users. The main objective of this research is investigating the effe...
| Main Authors: | , |
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| Format: | Article |
| Language: | English |
| Published: |
University of Baghdad
2017-03-01
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| Series: | Journal of Engineering |
| Online Access: | https://www.jcoeng.edu.iq/index.php/main/article/view/59/51 |
| _version_ | 1797708533787000832 |
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| author | Alaa Husein Abd Zahra Ibrahim Qassim |
| author_facet | Alaa Husein Abd Zahra Ibrahim Qassim |
| author_sort | Alaa Husein Abd |
| collection | DOAJ |
| description | Permanent deformation (Rutting) of asphalt pavements which appears in many roads in Iraq, have caused a major impact on pavement performance by reducing the useful service life of pavement and creating services hazards for highway users. The main objective of this research is investigating the effect of some contributory factors related to permanent deformation of asphalt concrete mixture. To meet the objectives of this research, available local materials are used including asphalt binder, aggregates, mineral filler and modified asphalt binder. The Superpave mix design system was adopted with varying volumetric compositions. The Superpave Gyratory Compactor was used to compact 24 asphalt concrete cylindrical specimens. To collect the required data and investigate the development of permanent deformation in asphalt concrete under repeated loadings, Wheel-Tracking apparatus has been used in a factorial testing program during which 44 slab samples; with dimensions of 400×300×50 mm; were tested to simulate . actual pavement. Based on wheel-tracking test results, it has been concluded that increasing the compaction temperature from 110 to 150ºC caused a decreasing in permanent deformation by 20.5 and 15.6 percent for coarse and fine gradation control asphalt mixtures respectively. While the permanent deformation decreased about 21.3 percent when the compaction temperature is increased from 110 to 150ºC for coarse gradation asphalt mixtures modified with styrene butadiene styrene SBS with 3 percent by asphalt binder weight. |
| first_indexed | 2024-03-12T06:23:04Z |
| format | Article |
| id | doaj.art-8200081042fb42d387ab271f8b301a4b |
| institution | Directory Open Access Journal |
| issn | 1726-4073 2520-3339 |
| language | English |
| last_indexed | 2024-03-12T06:23:04Z |
| publishDate | 2017-03-01 |
| publisher | University of Baghdad |
| record_format | Article |
| series | Journal of Engineering |
| spelling | doaj.art-8200081042fb42d387ab271f8b301a4b2023-09-03T02:06:01ZengUniversity of BaghdadJournal of Engineering1726-40732520-33392017-03-012332034Contributory Factors Related to Permanent Deformation of Hot Asphalt MixturesAlaa Husein AbdZahra Ibrahim QassimPermanent deformation (Rutting) of asphalt pavements which appears in many roads in Iraq, have caused a major impact on pavement performance by reducing the useful service life of pavement and creating services hazards for highway users. The main objective of this research is investigating the effect of some contributory factors related to permanent deformation of asphalt concrete mixture. To meet the objectives of this research, available local materials are used including asphalt binder, aggregates, mineral filler and modified asphalt binder. The Superpave mix design system was adopted with varying volumetric compositions. The Superpave Gyratory Compactor was used to compact 24 asphalt concrete cylindrical specimens. To collect the required data and investigate the development of permanent deformation in asphalt concrete under repeated loadings, Wheel-Tracking apparatus has been used in a factorial testing program during which 44 slab samples; with dimensions of 400×300×50 mm; were tested to simulate . actual pavement. Based on wheel-tracking test results, it has been concluded that increasing the compaction temperature from 110 to 150ºC caused a decreasing in permanent deformation by 20.5 and 15.6 percent for coarse and fine gradation control asphalt mixtures respectively. While the permanent deformation decreased about 21.3 percent when the compaction temperature is increased from 110 to 150ºC for coarse gradation asphalt mixtures modified with styrene butadiene styrene SBS with 3 percent by asphalt binder weight.https://www.jcoeng.edu.iq/index.php/main/article/view/59/51 |
| spellingShingle | Alaa Husein Abd Zahra Ibrahim Qassim Contributory Factors Related to Permanent Deformation of Hot Asphalt Mixtures Journal of Engineering |
| title | Contributory Factors Related to Permanent Deformation of Hot Asphalt Mixtures |
| title_full | Contributory Factors Related to Permanent Deformation of Hot Asphalt Mixtures |
| title_fullStr | Contributory Factors Related to Permanent Deformation of Hot Asphalt Mixtures |
| title_full_unstemmed | Contributory Factors Related to Permanent Deformation of Hot Asphalt Mixtures |
| title_short | Contributory Factors Related to Permanent Deformation of Hot Asphalt Mixtures |
| title_sort | contributory factors related to permanent deformation of hot asphalt mixtures |
| url | https://www.jcoeng.edu.iq/index.php/main/article/view/59/51 |
| work_keys_str_mv | AT alaahuseinabd contributoryfactorsrelatedtopermanentdeformationofhotasphaltmixtures AT zahraibrahimqassim contributoryfactorsrelatedtopermanentdeformationofhotasphaltmixtures |