Stress and strain characteristic of stone mastic asphalt incorporating eggshell powder
Stone mastic asphalt (SMA) is a type of gap graded asphalt mixture. Due to large difference between the gap of large and small size aggregate, this type of mixture suffers a few drawbacks such as low resistance towards permanent deformation. Thus, the usage of ecofriendly and sustainable additive is...
| Main Authors: | , , , , , , |
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| Format: | Conference or Workshop Item |
| Language: | English |
| Published: |
IOP Publishing Ltd
2021
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| Subjects: | |
| Online Access: | http://umpir.ump.edu.my/id/eprint/30844/ http://umpir.ump.edu.my/id/eprint/30844/1/Stress%20and%20Strain%20Characteristic%20of%20Stone%20Mastic%20Asphalt.pdf |
| _version_ | 1848823614450696192 |
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| author | Putra Jaya, Ramadhansyah K. A., Masri E., Ganesan Doh, Shu Ing S. M. Z., Nur Syafiqah Z. F., Mohamed Jaafar N., Mashros |
| author_facet | Putra Jaya, Ramadhansyah K. A., Masri E., Ganesan Doh, Shu Ing S. M. Z., Nur Syafiqah Z. F., Mohamed Jaafar N., Mashros |
| author_sort | Putra Jaya, Ramadhansyah |
| building | UMP Institutional Repository |
| collection | Online Access |
| description | Stone mastic asphalt (SMA) is a type of gap graded asphalt mixture. Due to large difference between the gap of large and small size aggregate, this type of mixture suffers a few drawbacks such as low resistance towards permanent deformation. Thus, the usage of ecofriendly and sustainable additive is crucial in enhancing the performance of SMA. Thus, this study is utilizing various amount of eggshell powder as asphalt modifier. Among the tests involve to evaluate the stress-strain characteristic of modified SMA are Resilient Modulus Test and Dynamic Creep Test. From the test, it shows that the addition of 4% eggshell powder produces the highest value of resilient modulus and lowest value of dynamic creep for SMA. In conclusion, this study proves that the eggshell powder is capable in enhancing the performance of SMA especially in terms of permanent deformation resistance. |
| first_indexed | 2025-11-15T02:59:56Z |
| format | Conference or Workshop Item |
| id | ump-30844 |
| institution | Universiti Malaysia Pahang |
| institution_category | Local University |
| language | English |
| last_indexed | 2025-11-15T02:59:56Z |
| publishDate | 2021 |
| publisher | IOP Publishing Ltd |
| recordtype | eprints |
| repository_type | Digital Repository |
| spelling | ump-308442021-03-12T02:41:20Z http://umpir.ump.edu.my/id/eprint/30844/ Stress and strain characteristic of stone mastic asphalt incorporating eggshell powder Putra Jaya, Ramadhansyah K. A., Masri E., Ganesan Doh, Shu Ing S. M. Z., Nur Syafiqah Z. F., Mohamed Jaafar N., Mashros TE Highway engineering. Roads and pavements Stone mastic asphalt (SMA) is a type of gap graded asphalt mixture. Due to large difference between the gap of large and small size aggregate, this type of mixture suffers a few drawbacks such as low resistance towards permanent deformation. Thus, the usage of ecofriendly and sustainable additive is crucial in enhancing the performance of SMA. Thus, this study is utilizing various amount of eggshell powder as asphalt modifier. Among the tests involve to evaluate the stress-strain characteristic of modified SMA are Resilient Modulus Test and Dynamic Creep Test. From the test, it shows that the addition of 4% eggshell powder produces the highest value of resilient modulus and lowest value of dynamic creep for SMA. In conclusion, this study proves that the eggshell powder is capable in enhancing the performance of SMA especially in terms of permanent deformation resistance. IOP Publishing Ltd 2021 Conference or Workshop Item PeerReviewed pdf en cc_by http://umpir.ump.edu.my/id/eprint/30844/1/Stress%20and%20Strain%20Characteristic%20of%20Stone%20Mastic%20Asphalt.pdf Putra Jaya, Ramadhansyah and K. A., Masri and E., Ganesan and Doh, Shu Ing and S. M. Z., Nur Syafiqah and Z. F., Mohamed Jaafar and N., Mashros (2021) Stress and strain characteristic of stone mastic asphalt incorporating eggshell powder. In: IOP Conference Series: Earth and Environmental Science, 4th National Colloquium on Wind and Earthquake Engineering , 16-17 October 2020 , Putrajaya, Malaysia. pp. 1-7., 682. ISSN 1755-1307 (Print); 1755-1315 (Online) (Published) https://doi.org/10.1088/1755-1315/682/1/012056 |
| spellingShingle | TE Highway engineering. Roads and pavements Putra Jaya, Ramadhansyah K. A., Masri E., Ganesan Doh, Shu Ing S. M. Z., Nur Syafiqah Z. F., Mohamed Jaafar N., Mashros Stress and strain characteristic of stone mastic asphalt incorporating eggshell powder |
| title | Stress and strain characteristic of stone mastic asphalt incorporating eggshell powder |
| title_full | Stress and strain characteristic of stone mastic asphalt incorporating eggshell powder |
| title_fullStr | Stress and strain characteristic of stone mastic asphalt incorporating eggshell powder |
| title_full_unstemmed | Stress and strain characteristic of stone mastic asphalt incorporating eggshell powder |
| title_short | Stress and strain characteristic of stone mastic asphalt incorporating eggshell powder |
| title_sort | stress and strain characteristic of stone mastic asphalt incorporating eggshell powder |
| topic | TE Highway engineering. Roads and pavements |
| url | http://umpir.ump.edu.my/id/eprint/30844/ http://umpir.ump.edu.my/id/eprint/30844/ http://umpir.ump.edu.my/id/eprint/30844/1/Stress%20and%20Strain%20Characteristic%20of%20Stone%20Mastic%20Asphalt.pdf |