Marshall stability properties of asphaltic concrete with kaolin clay under aging
The influence of kaolin clay on marshal stability properties of asphaltic concrete AC14 at different aging conditions was presented in this study. These aging conditions were named as un-aged, short-term, and long-term aging. The conventional asphalt binder of penetration grade 60/70 was used in thi...
| Main Authors: | , , , , , , , , |
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| Format: | Conference or Workshop Item |
| Language: | English |
| Published: |
IOP Publishing
2019
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| Subjects: | |
| Online Access: | http://umpir.ump.edu.my/id/eprint/23155/ http://umpir.ump.edu.my/id/eprint/23155/1/Marshall%20stability%20properties%20of%20asphaltic%20concrete.pdf |
| _version_ | 1848821741547159552 |
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| author | Putra Jaya, Ramadhansyah M.R., Hainin H., Awang K. A., Masri Intan Suhana, Mohd Razelan M., Nordiana A. H., Norhidayah Y., Haryati I., Che Ros |
| author_facet | Putra Jaya, Ramadhansyah M.R., Hainin H., Awang K. A., Masri Intan Suhana, Mohd Razelan M., Nordiana A. H., Norhidayah Y., Haryati I., Che Ros |
| author_sort | Putra Jaya, Ramadhansyah |
| building | UMP Institutional Repository |
| collection | Online Access |
| description | The influence of kaolin clay on marshal stability properties of asphaltic concrete AC14 at different aging conditions was presented in this study. These aging conditions were named as un-aged, short-term, and long-term aging. The conventional asphalt binder of penetration grade 60/70 was used in this investigation. Four different levels of kaolin clay replacement were employed (i.e. 0%, 3%, 6%, and 9% by binder weight). Asphalt concrete mixes were prepared at selected optimum asphalt content (5%). The performance was evaluated based on Marshall Stability and voids characteristics. Results indicated the improving stability performance that the mixes modified with kaolin clay have under aging conditions. The result also showed that the use of 6% to 9% kaolin clay can produce more durable asphalt concrete mixtures with better serviceability. |
| first_indexed | 2025-11-15T02:30:10Z |
| format | Conference or Workshop Item |
| id | ump-23155 |
| institution | Universiti Malaysia Pahang |
| institution_category | Local University |
| language | English |
| last_indexed | 2025-11-15T02:30:10Z |
| publishDate | 2019 |
| publisher | IOP Publishing |
| recordtype | eprints |
| repository_type | Digital Repository |
| spelling | ump-231552019-06-10T04:18:39Z http://umpir.ump.edu.my/id/eprint/23155/ Marshall stability properties of asphaltic concrete with kaolin clay under aging Putra Jaya, Ramadhansyah M.R., Hainin H., Awang K. A., Masri Intan Suhana, Mohd Razelan M., Nordiana A. H., Norhidayah Y., Haryati I., Che Ros TE Highway engineering. Roads and pavements The influence of kaolin clay on marshal stability properties of asphaltic concrete AC14 at different aging conditions was presented in this study. These aging conditions were named as un-aged, short-term, and long-term aging. The conventional asphalt binder of penetration grade 60/70 was used in this investigation. Four different levels of kaolin clay replacement were employed (i.e. 0%, 3%, 6%, and 9% by binder weight). Asphalt concrete mixes were prepared at selected optimum asphalt content (5%). The performance was evaluated based on Marshall Stability and voids characteristics. Results indicated the improving stability performance that the mixes modified with kaolin clay have under aging conditions. The result also showed that the use of 6% to 9% kaolin clay can produce more durable asphalt concrete mixtures with better serviceability. IOP Publishing 2019-02 Conference or Workshop Item PeerReviewed pdf en http://umpir.ump.edu.my/id/eprint/23155/1/Marshall%20stability%20properties%20of%20asphaltic%20concrete.pdf Putra Jaya, Ramadhansyah and M.R., Hainin and H., Awang and K. A., Masri and Intan Suhana, Mohd Razelan and M., Nordiana and A. H., Norhidayah and Y., Haryati and I., Che Ros (2019) Marshall stability properties of asphaltic concrete with kaolin clay under aging. In: 12th International Civil Engineering Post Graduate Conference (SEPKA 2018) and 3rd International Symposium on Expertise of Engineering Design (ISEED 2018) , 27-28th August 2018 , Johor Bahru. pp. 1-6., 220 (1). ISSN 1755-1307 (Published) https://iopscience.iop.org/article/10.1088/1755-1315/220/1/012040/pdf |
| spellingShingle | TE Highway engineering. Roads and pavements Putra Jaya, Ramadhansyah M.R., Hainin H., Awang K. A., Masri Intan Suhana, Mohd Razelan M., Nordiana A. H., Norhidayah Y., Haryati I., Che Ros Marshall stability properties of asphaltic concrete with kaolin clay under aging |
| title | Marshall stability properties of asphaltic concrete with kaolin
clay under aging |
| title_full | Marshall stability properties of asphaltic concrete with kaolin
clay under aging |
| title_fullStr | Marshall stability properties of asphaltic concrete with kaolin
clay under aging |
| title_full_unstemmed | Marshall stability properties of asphaltic concrete with kaolin
clay under aging |
| title_short | Marshall stability properties of asphaltic concrete with kaolin
clay under aging |
| title_sort | marshall stability properties of asphaltic concrete with kaolin
clay under aging |
| topic | TE Highway engineering. Roads and pavements |
| url | http://umpir.ump.edu.my/id/eprint/23155/ http://umpir.ump.edu.my/id/eprint/23155/ http://umpir.ump.edu.my/id/eprint/23155/1/Marshall%20stability%20properties%20of%20asphaltic%20concrete.pdf |