Investigation on the performance of limestone as filler on various pavement mixtures process
Additives added to the flexible pavement mixture aim to increase the strength of the pavement. Limestone which is a sedimentary rock consists of the mineral calcium carbonate (calcite) or the double carbonate of calcium and magnesium (dolomite). The use of limestone in pavement mixtures is expected...
Saved in:
| Main Authors: | , , , , |
|---|---|
| Format: | Article |
| Language: | en en |
| Published: |
ResearchGate
2023
|
| Subjects: | |
| Online Access: | https://eprints.ums.edu.my/id/eprint/38439/1/ABSTRACT.pdf https://eprints.ums.edu.my/id/eprint/38439/2/FULL%20TEXT.pdf https://eprints.ums.edu.my/id/eprint/38439/ http://dx.doi.org/10.2478/cee-2023-0056 |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
| _version_ | 1831796033325105152 |
|---|---|
| author | Syahputra A Gani Elsa Eka Putri Bayu Martanto Adji Abdul Hakam Jodin Makinda |
| author_facet | Syahputra A Gani Elsa Eka Putri Bayu Martanto Adji Abdul Hakam Jodin Makinda |
| author_sort | Syahputra A Gani |
| building | UMS Library |
| collection | Institutional Repository |
| content_provider | Universiti Malaysia Sabah |
| content_source | UMS Institutional Repository |
| continent | Asia |
| country | Malaysia |
| description | Additives added to the flexible pavement mixture aim to increase the strength of the pavement. Limestone which is a sedimentary rock consists of the mineral calcium carbonate (calcite) or the double carbonate of calcium and magnesium (dolomite). The use of limestone in pavement mixtures is expected to increase the performance of Marshall parameters. This study aims to determine the suitability of limestone as a filler for 3 types of pavement mixtures, namely Asphalt Concrete Wearing Course, Hot Rolled Sheet and Split Mastic Asphalt. In this study, the limestone used was sourced from Jorong Durian, Nagari Kamang Mudiak, Kamang Magek District, Agam Regency, West Sumatra Province. The tests were carried out using following variations of limestone; 0%, 25%, 50%, 75%, 100% of the total amount of filler in the mixture. The results of the study using limestone as filler obtained at an optimum content of 29% for AC-WC, 22% for HRS, and 82.5% for SMA. In addition, AC-WC pavement was found to the best increase in Marshall stability performance. Therefore, it can be concluded that limestone from Kamang Mudiak is most suitable to be added to AC-WC pavement mixtures. |
| format | Article |
| id | my.ums.eprints-38439 |
| institution | Universiti Malaysia Sabah |
| language | en en |
| publishDate | 2023 |
| publisher | ResearchGate |
| record_format | eprints |
| spelling | my.ums.eprints-384392024-03-05T02:45:08Z https://eprints.ums.edu.my/id/eprint/38439/ Investigation on the performance of limestone as filler on various pavement mixtures process Syahputra A Gani Elsa Eka Putri Bayu Martanto Adji Abdul Hakam Jodin Makinda TE1-450 Highway engineering. Roads and pavements TE250-278.8 Pavements and paved roads Additives added to the flexible pavement mixture aim to increase the strength of the pavement. Limestone which is a sedimentary rock consists of the mineral calcium carbonate (calcite) or the double carbonate of calcium and magnesium (dolomite). The use of limestone in pavement mixtures is expected to increase the performance of Marshall parameters. This study aims to determine the suitability of limestone as a filler for 3 types of pavement mixtures, namely Asphalt Concrete Wearing Course, Hot Rolled Sheet and Split Mastic Asphalt. In this study, the limestone used was sourced from Jorong Durian, Nagari Kamang Mudiak, Kamang Magek District, Agam Regency, West Sumatra Province. The tests were carried out using following variations of limestone; 0%, 25%, 50%, 75%, 100% of the total amount of filler in the mixture. The results of the study using limestone as filler obtained at an optimum content of 29% for AC-WC, 22% for HRS, and 82.5% for SMA. In addition, AC-WC pavement was found to the best increase in Marshall stability performance. Therefore, it can be concluded that limestone from Kamang Mudiak is most suitable to be added to AC-WC pavement mixtures. ResearchGate 2023 Article NonPeerReviewed text en https://eprints.ums.edu.my/id/eprint/38439/1/ABSTRACT.pdf text en https://eprints.ums.edu.my/id/eprint/38439/2/FULL%20TEXT.pdf Syahputra A Gani and Elsa Eka Putri and Bayu Martanto Adji and Abdul Hakam and Jodin Makinda (2023) Investigation on the performance of limestone as filler on various pavement mixtures process. Civil and Environmental Engineering, 19. pp. 1-12. http://dx.doi.org/10.2478/cee-2023-0056 |
| spellingShingle | TE1-450 Highway engineering. Roads and pavements TE250-278.8 Pavements and paved roads Syahputra A Gani Elsa Eka Putri Bayu Martanto Adji Abdul Hakam Jodin Makinda Investigation on the performance of limestone as filler on various pavement mixtures process |
| title | Investigation on the performance of limestone as filler on various pavement mixtures
process |
| title_full | Investigation on the performance of limestone as filler on various pavement mixtures
process |
| title_fullStr | Investigation on the performance of limestone as filler on various pavement mixtures
process |
| title_full_unstemmed | Investigation on the performance of limestone as filler on various pavement mixtures
process |
| title_short | Investigation on the performance of limestone as filler on various pavement mixtures
process |
| title_sort | investigation on the performance of limestone as filler on various pavement mixtures
process |
| topic | TE1-450 Highway engineering. Roads and pavements TE250-278.8 Pavements and paved roads |
| url | https://eprints.ums.edu.my/id/eprint/38439/1/ABSTRACT.pdf https://eprints.ums.edu.my/id/eprint/38439/2/FULL%20TEXT.pdf https://eprints.ums.edu.my/id/eprint/38439/ http://dx.doi.org/10.2478/cee-2023-0056 |
| url_provider | http://eprints.ums.edu.my/ |