The relationship between air voids and permeability rate of porous asphalt pavement

Also available in printed version

Bibliographic Details
Main Author: Azfarina Mohd. Akhir
Other Authors: Che Ros Ismail, supervisor
Format: Bachelor thesis
Language:English
Published: Universiti Teknologi Malaysia 2025
Subjects:
Online Access:https://utmik.utm.my/handle/123456789/54759
Abstract Abstract here
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author Azfarina Mohd. Akhir
author2 Che Ros Ismail, supervisor
author_facet Che Ros Ismail, supervisor
Azfarina Mohd. Akhir
author_sort Azfarina Mohd. Akhir
description Also available in printed version
format Bachelor thesis
id utm-123456789-54759
institution Universiti Teknologi Malaysia
language English
publishDate 2025
publisher Universiti Teknologi Malaysia
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record_pdf Abstract
spelling utm-123456789-547592025-08-21T06:38:19Z The relationship between air voids and permeability rate of porous asphalt pavement Azfarina Mohd. Akhir Che Ros Ismail, supervisor Civil engineering Also available in printed version Porous asphalt pavement consists of standard bituminous asphalt and aggregates that has been screened to create voids that are highly permeable. The main concept of porous asphalt is the percentage of air voids that could affect the permeability of the pavement. The higher the void space, the more permeable the pavement structure will be. The aim of the study is to identify the percentage of air void content using Marshall Compaction test and to determine the rate of permeability according to percentage air voids for two gradations which are American and Australian gradation. Marshall Compaction method was used in order to get the percentage of air voids for both of the gradation. Falling head permeability test was then used to relate the percentage air voids with the rate of permeability for four gradations which was American, Australian, Malaysian and Singaporean gradation. From this study, it was found, that the designed aggregate gradations have significant effect on the porous asphalt mixtures performance. Studies shows using 50 Marshall Compaction blows, the percentage air voids for American and Australian gradation has achieved the design air void requirements. For the permeability result, it shows a relationship between the number of air voids and permeability rate of the samples. Based on the results, the higher the percentage of air voids within the pavement, the higher the rate of permeability. Among all four gradations, Malaysian gradation exhibits the best performance for rate of permeability among other countries fahmimoksen UTM 96 p. Project Paper (Sarjana Muda Kejuruteraan (Awam)) - Universiti Teknologi Malaysia, 2014 2025-03-17T03:32:53Z 2025-03-17T03:32:53Z 2014 Bachelor thesis https://utmik.utm.my/handle/123456789/54759 valet-20170115-082812 vital:93872 ENG Closed Access UTM Complete Published application/pdf Universiti Teknologi Malaysia
spellingShingle Civil engineering
Azfarina Mohd. Akhir
The relationship between air voids and permeability rate of porous asphalt pavement
thesis_level Other
title The relationship between air voids and permeability rate of porous asphalt pavement
title_full The relationship between air voids and permeability rate of porous asphalt pavement
title_fullStr The relationship between air voids and permeability rate of porous asphalt pavement
title_full_unstemmed The relationship between air voids and permeability rate of porous asphalt pavement
title_short The relationship between air voids and permeability rate of porous asphalt pavement
title_sort relationship between air voids and permeability rate of porous asphalt pavement
topic Civil engineering
url https://utmik.utm.my/handle/123456789/54759
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AT azfarinamohdakhir relationshipbetweenairvoidsandpermeabilityrateofporousasphaltpavement