Investigation on Optimum Bitumen Content of Asphaltic Concrete-Mix (ACW 14) with Replacement of Fine Aggregates with LDPE
50% Partial replacement aggregate of Size 75um and < 75um been done with low density polyethylene. 4%, 5% , 6% and 7% bitumen content by weight of aggregates has been added to design mix for Asphaltic Concrete Wearing Course 14mm design, the result show that at optimum bitumen content of 5.78% b...
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my-inti-eprints.10852018-09-20T03:19:11Z http://eprints.intimal.edu.my/1085/ Investigation on Optimum Bitumen Content of Asphaltic Concrete-Mix (ACW 14) with Replacement of Fine Aggregates with LDPE Shahbaz, Ahmed Memon TA Engineering (General). Civil engineering (General) 50% Partial replacement aggregate of Size 75um and < 75um been done with low density polyethylene. 4%, 5% , 6% and 7% bitumen content by weight of aggregates has been added to design mix for Asphaltic Concrete Wearing Course 14mm design, the result show that at optimum bitumen content of 5.78% by weight of aggregates the stability is 14200N which above 13000N minimum required. Flow is 4.8mm which is within the range of 2mm-5mm required. Voids filled with bitumen (VFB) are 67% also within range of 65%-75% and Voids in total mix are 68% which are at the border of the range 3.0% - 7.0% which is acceptable. Overall the performance of the design mix is satisfactory and complainant. 2017-08-01 Thesis NonPeerReviewed text en http://eprints.intimal.edu.my/1085/1/BCEGI%2031.pdf Shahbaz, Ahmed Memon (2017) Investigation on Optimum Bitumen Content of Asphaltic Concrete-Mix (ACW 14) with Replacement of Fine Aggregates with LDPE. Other thesis, INTI INTERNATIONAL UNIVERSITY. |
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TA Engineering (General). Civil engineering (General) Shahbaz, Ahmed Memon Investigation on Optimum Bitumen Content of Asphaltic Concrete-Mix (ACW 14) with Replacement of Fine Aggregates with LDPE |
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50% Partial replacement aggregate of Size 75um and < 75um been done with low density polyethylene. 4%, 5% , 6% and 7% bitumen content by weight of aggregates has been added to design mix for Asphaltic Concrete Wearing Course 14mm design, the result show that at optimum bitumen content of 5.78% by weight of aggregates the stability is 14200N which above 13000N minimum required. Flow is 4.8mm which is within the range of 2mm-5mm required. Voids filled with bitumen (VFB) are 67% also within range of 65%-75% and Voids in total mix are 68% which are at the border of the range 3.0% - 7.0% which is acceptable. Overall the performance of the design mix is satisfactory and complainant. |
format |
Thesis |
author |
Shahbaz, Ahmed Memon |
author_facet |
Shahbaz, Ahmed Memon |
author_sort |
Shahbaz, Ahmed Memon |
title |
Investigation on Optimum Bitumen Content of Asphaltic Concrete-Mix (ACW 14) with Replacement of Fine Aggregates with LDPE |
title_short |
Investigation on Optimum Bitumen Content of Asphaltic Concrete-Mix (ACW 14) with Replacement of Fine Aggregates with LDPE |
title_full |
Investigation on Optimum Bitumen Content of Asphaltic Concrete-Mix (ACW 14) with Replacement of Fine Aggregates with LDPE |
title_fullStr |
Investigation on Optimum Bitumen Content of Asphaltic Concrete-Mix (ACW 14) with Replacement of Fine Aggregates with LDPE |
title_full_unstemmed |
Investigation on Optimum Bitumen Content of Asphaltic Concrete-Mix (ACW 14) with Replacement of Fine Aggregates with LDPE |
title_sort |
investigation on optimum bitumen content of asphaltic concrete-mix (acw 14) with replacement of fine aggregates with ldpe |
publishDate |
2017 |
url |
http://eprints.intimal.edu.my/1085/1/BCEGI%2031.pdf http://eprints.intimal.edu.my/1085/ |
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