Investigation of Physical and Mechanical Properties of Locally Available Aggregates with Different Combination for Pavement
The objectives of this research is to examine as to how wetting and drying cycles affect the mechanical properties of different granite, limestone, and microtonalite aggregate combinations. Throughout this study, the physical and mechanical properties of granite, limestone and microtonalite aggregat...
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my.unimas.ir.373362021-12-20T03:38:51Z http://ir.unimas.my/id/eprint/37336/ Investigation of Physical and Mechanical Properties of Locally Available Aggregates with Different Combination for Pavement Ron Aldrino, Chan@Ron Buking Mahathir, Mohd Noor Ervin Rangga, Edwin Wan Hashim, Wan Ibrahim TE Highway engineering. Roads and pavements The objectives of this research is to examine as to how wetting and drying cycles affect the mechanical properties of different granite, limestone, and microtonalite aggregate combinations. Throughout this study, the physical and mechanical properties of granite, limestone and microtonalite aggregates are studied using granite as the main aggregates in a variety of combination designs. Limestone and microtonalite aggregates are chosen for the modified aggregates as they may be used in the combination aggregate design to reduce the use of granite aggregates in the industry. Laboratory work on the Elongation Index Test and Specific Gravity to determine the physical properties of aggregates was performed at the first phase of laboratory testing. In the second phase of the laboratory, the aggregate combination was tested with Aggregate Impact Value (AIV), Aggregate Crushing Value (ACV) and Los Angeles Abrasion (LAA) to assess their mechanical properties. The value for granite, limestone and microtonalite aggregates for both controlled and wetting and drying samples for AIV, ACV and LAA has met the standard requirement for Public Work Department, Malaysia, which is not more than 25% for AIV, not more than 30 % for ACV and not more than 45% for LAA, respectively. The result thus concludes that the combination of granite, limestone and microtonalite aggregates is acceptable and has the potential to be used in the industry. Springer Nature Singapore Pte Ltd. 2022 Article PeerReviewed text en http://ir.unimas.my/id/eprint/37336/1/Ron%20Aldrino%20Chan.pdf Ron Aldrino, Chan@Ron Buking and Mahathir, Mohd Noor and Ervin Rangga, Edwin and Wan Hashim, Wan Ibrahim (2022) Investigation of Physical and Mechanical Properties of Locally Available Aggregates with Different Combination for Pavement. Sustainable Construction Materials, Lecture Notes in Civil Engineering (LNCE), 1 (1). pp. 331-341. https://www.springerprofessional.de/en/sustainable-construction-materials/19960116?tocPage=1 10.1007/978-981-16-6403-8_28 |
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TE Highway engineering. Roads and pavements Ron Aldrino, Chan@Ron Buking Mahathir, Mohd Noor Ervin Rangga, Edwin Wan Hashim, Wan Ibrahim Investigation of Physical and Mechanical Properties of Locally Available Aggregates with Different Combination for Pavement |
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The objectives of this research is to examine as to how wetting and drying cycles affect the mechanical properties of different granite, limestone, and microtonalite aggregate combinations. Throughout this study, the physical and mechanical properties of granite, limestone and microtonalite aggregates are studied using granite as the main aggregates in a variety of combination designs. Limestone and microtonalite aggregates are chosen for the modified aggregates as they may be used in the combination aggregate design to reduce the use of granite aggregates in the industry. Laboratory work on the Elongation Index Test and Specific Gravity to determine the physical properties of aggregates was performed at the first phase of laboratory testing. In the second phase of the laboratory, the aggregate combination was tested with Aggregate Impact Value (AIV), Aggregate Crushing Value (ACV) and Los Angeles Abrasion (LAA) to assess their mechanical properties. The value for granite, limestone and microtonalite aggregates for both controlled and wetting and drying samples for AIV, ACV and LAA has met the standard requirement for Public Work Department, Malaysia, which is not more than 25% for AIV, not more than 30 % for ACV and not more than 45% for LAA, respectively. The result thus concludes that the combination of granite, limestone and microtonalite aggregates is acceptable and has the potential to be used in the industry. |
format |
Article |
author |
Ron Aldrino, Chan@Ron Buking Mahathir, Mohd Noor Ervin Rangga, Edwin Wan Hashim, Wan Ibrahim |
author_facet |
Ron Aldrino, Chan@Ron Buking Mahathir, Mohd Noor Ervin Rangga, Edwin Wan Hashim, Wan Ibrahim |
author_sort |
Ron Aldrino, Chan@Ron Buking |
title |
Investigation of Physical and Mechanical Properties of Locally Available Aggregates with Different Combination for Pavement |
title_short |
Investigation of Physical and Mechanical Properties of Locally Available Aggregates with Different Combination for Pavement |
title_full |
Investigation of Physical and Mechanical Properties of Locally Available Aggregates with Different Combination for Pavement |
title_fullStr |
Investigation of Physical and Mechanical Properties of Locally Available Aggregates with Different Combination for Pavement |
title_full_unstemmed |
Investigation of Physical and Mechanical Properties of Locally Available Aggregates with Different Combination for Pavement |
title_sort |
investigation of physical and mechanical properties of locally available aggregates with different combination for pavement |
publisher |
Springer Nature Singapore Pte Ltd. |
publishDate |
2022 |
url |
http://ir.unimas.my/id/eprint/37336/1/Ron%20Aldrino%20Chan.pdf http://ir.unimas.my/id/eprint/37336/ https://www.springerprofessional.de/en/sustainable-construction-materials/19960116?tocPage=1 |
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1720440443145027584 |