Performance of asphalt mix containing different anti-stripping agents
Also available in printed version
| Main Author: | |
|---|---|
| Other Authors: | |
| Format: | Bachelor thesis |
| Language: | English |
| Published: |
Universiti Teknologi Malaysia
2025
|
| Subjects: | |
| Online Access: | https://utmik.utm.my/handle/123456789/42532 |
| Abstract | Abstract here |
| _version_ | 1854975139979984896 |
|---|---|
| author | Nadiah Khairuddin |
| author2 | Norhidayah Abdul Hassan, supervisor |
| author_facet | Norhidayah Abdul Hassan, supervisor Nadiah Khairuddin |
| author_sort | Nadiah Khairuddin |
| description | Also available in printed version |
| format | Bachelor thesis |
| id | utm-123456789-42532 |
| institution | Universiti Teknologi Malaysia |
| language | English |
| publishDate | 2025 |
| publisher | Universiti Teknologi Malaysia |
| record_format | dspace |
| record_pdf | Abstract |
| spelling | utm-123456789-425322025-03-11T18:29:12Z Performance of asphalt mix containing different anti-stripping agents Nadiah Khairuddin Norhidayah Abdul Hassan, supervisor Civil Also available in printed version This study was conducted to evaluate the use of fly ash and bottom ash, by-products of a coal-based thermal power plant, hydrated lime and cement as anti-stripping agents in asphalt mixture. 2% of the anti-stripping agents were added into the asphalt mixture and compared for their performance. Marshall mix design was carried out to determine the optimum bitumen content. Other tests such as Marshall Stability, dynamic creep, resilient modulus and moisture susceptibility were also conducted. The results showed that asphalt with bottom ash has the highest tensile strength ratio of 0.89 with good resistance against moisture damage and comparable to asphalt mixture with cement. Asphalt mixture with hydrated lime has the highest resilient modulus at 25? while asphalt mixture with fly ash has the highest resilient modulus at 40?. On the other hand, the dynamic creep results show a comparable performance between fly ash and bottom ash. Overall, the results show the fly ash and bottom ash have potentials to be used as anti-stripping agents in asphalt mixture. zulraizam UTM 60 p. Project Paper (Sarjana Muda Kejuruteraan Awam) - Universiti Teknologi Malaysia, 2020 2025-03-11T05:05:25Z 2025-03-11T05:05:25Z 2020 Bachelor thesis https://utmik.utm.my/handle/123456789/42532 vital:144950 valet-20220104-131831 ENG Closed Access UTM Complete Unpublished Publication application/pdf Universiti Teknologi Malaysia |
| spellingShingle | Civil Nadiah Khairuddin Performance of asphalt mix containing different anti-stripping agents |
| thesis_level | Other |
| title | Performance of asphalt mix containing different anti-stripping agents |
| title_full | Performance of asphalt mix containing different anti-stripping agents |
| title_fullStr | Performance of asphalt mix containing different anti-stripping agents |
| title_full_unstemmed | Performance of asphalt mix containing different anti-stripping agents |
| title_short | Performance of asphalt mix containing different anti-stripping agents |
| title_sort | performance of asphalt mix containing different anti stripping agents |
| topic | Civil |
| url | https://utmik.utm.my/handle/123456789/42532 |
| work_keys_str_mv | AT nadiahkhairuddin performanceofasphaltmixcontainingdifferentantistrippingagents |