The effect of variations of cese waste waste levels on marshall parameters in Ac-Wc layer
In the asphalt pavement mixture, filler is needed to support the performance of the pavement construction in order to withstand traffic loads. Various types of fillers have been widely used, including rock ash, portland cement and others. However, the limitation of natural resources encourages the...
| Principais autores: | , , , |
|---|---|
| Formato: | Artigo |
| Idioma: | English |
| Publicado em: |
2021
|
| Assuntos: | |
| Acesso em linha: | http://eprints.uthm.edu.my/2789/1/J12359_29e5f51315fb6d9ad04f9f13c2b51792.pdf |
| _version_ | 1825636945643962368 |
|---|---|
| author | Isradi, Muhammad Baskoro, Imam Sindu Prasetijo, Jaewono Sumiyati, Sumiyati |
| author_facet | Isradi, Muhammad Baskoro, Imam Sindu Prasetijo, Jaewono Sumiyati, Sumiyati |
| author_sort | Isradi, Muhammad |
| collection | UTHM |
| description | In the asphalt pavement mixture, filler is needed to support the performance of the pavement construction in
order to withstand traffic loads. Various types of fillers have been widely used, including rock ash, portland
cement and others. However, the limitation of natural resources encourages the use of waste materials in the
construction of road pavements, a potential for the production of bagasse. In this study, sugar cane waste was
used as a filler in the asphalt pavement mixture. The research method used is an experimental method, where the
experiment is carried out to obtain a data set and analysis of test results. The test was carried out in 2 stages,
namely testing the test object with Portland cement filler which was carried out to obtain Marshall parameters
and KAO values and testing of the test object with bagasse ash filler to produce Marshall parameters and
optimum filler content values. The results showed that the use of bagasse ash waste with a proportion of 5% to
the weight of the filler increased stability. Tests carried out on the AC-WC layer mixture obtained the KAO
value of 5.7% and the optimum filler content of 5.5%. The stability value with 7% bagasse ash filler obtained
1237.1 kg by immersing the test object for 30 minutes and 1156.4 kg with 7% bagasse ash filler by soaking the
test object for 24 hours at 60 ° C, meeting the minimum requirements of 800 kg. |
| first_indexed | 2024-03-05T21:43:57Z |
| format | Article |
| id | uthm.eprints-2789 |
| institution | Universiti Tun Hussein Onn Malaysia |
| language | English |
| last_indexed | 2024-03-05T21:43:57Z |
| publishDate | 2021 |
| record_format | dspace |
| spelling | uthm.eprints-27892021-11-02T03:54:44Z http://eprints.uthm.edu.my/2789/ The effect of variations of cese waste waste levels on marshall parameters in Ac-Wc layer Isradi, Muhammad Baskoro, Imam Sindu Prasetijo, Jaewono Sumiyati, Sumiyati TD429.5-480.7 Water purification. Water treatment and conditioning. Saline water conversion TE250-278.8 Pavements and paved roads In the asphalt pavement mixture, filler is needed to support the performance of the pavement construction in order to withstand traffic loads. Various types of fillers have been widely used, including rock ash, portland cement and others. However, the limitation of natural resources encourages the use of waste materials in the construction of road pavements, a potential for the production of bagasse. In this study, sugar cane waste was used as a filler in the asphalt pavement mixture. The research method used is an experimental method, where the experiment is carried out to obtain a data set and analysis of test results. The test was carried out in 2 stages, namely testing the test object with Portland cement filler which was carried out to obtain Marshall parameters and KAO values and testing of the test object with bagasse ash filler to produce Marshall parameters and optimum filler content values. The results showed that the use of bagasse ash waste with a proportion of 5% to the weight of the filler increased stability. Tests carried out on the AC-WC layer mixture obtained the KAO value of 5.7% and the optimum filler content of 5.5%. The stability value with 7% bagasse ash filler obtained 1237.1 kg by immersing the test object for 30 minutes and 1156.4 kg with 7% bagasse ash filler by soaking the test object for 24 hours at 60 ° C, meeting the minimum requirements of 800 kg. 2021 Article PeerReviewed text en http://eprints.uthm.edu.my/2789/1/J12359_29e5f51315fb6d9ad04f9f13c2b51792.pdf Isradi, Muhammad and Baskoro, Imam Sindu and Prasetijo, Jaewono and Sumiyati, Sumiyati (2021) The effect of variations of cese waste waste levels on marshall parameters in Ac-Wc layer. Journal Of World Conference, 3 (2). pp. 177-182. |
| spellingShingle | TD429.5-480.7 Water purification. Water treatment and conditioning. Saline water conversion TE250-278.8 Pavements and paved roads Isradi, Muhammad Baskoro, Imam Sindu Prasetijo, Jaewono Sumiyati, Sumiyati The effect of variations of cese waste waste levels on marshall parameters in Ac-Wc layer |
| title | The effect of variations of cese waste waste levels on
marshall parameters in Ac-Wc layer |
| title_full | The effect of variations of cese waste waste levels on
marshall parameters in Ac-Wc layer |
| title_fullStr | The effect of variations of cese waste waste levels on
marshall parameters in Ac-Wc layer |
| title_full_unstemmed | The effect of variations of cese waste waste levels on
marshall parameters in Ac-Wc layer |
| title_short | The effect of variations of cese waste waste levels on
marshall parameters in Ac-Wc layer |
| title_sort | effect of variations of cese waste waste levels on marshall parameters in ac wc layer |
| topic | TD429.5-480.7 Water purification. Water treatment and conditioning. Saline water conversion TE250-278.8 Pavements and paved roads |
| url | http://eprints.uthm.edu.my/2789/1/J12359_29e5f51315fb6d9ad04f9f13c2b51792.pdf |
| work_keys_str_mv | AT isradimuhammad theeffectofvariationsofcesewastewastelevelsonmarshallparametersinacwclayer AT baskoroimamsindu theeffectofvariationsofcesewastewastelevelsonmarshallparametersinacwclayer AT prasetijojaewono theeffectofvariationsofcesewastewastelevelsonmarshallparametersinacwclayer AT sumiyatisumiyati theeffectofvariationsofcesewastewastelevelsonmarshallparametersinacwclayer AT isradimuhammad effectofvariationsofcesewastewastelevelsonmarshallparametersinacwclayer AT baskoroimamsindu effectofvariationsofcesewastewastelevelsonmarshallparametersinacwclayer AT prasetijojaewono effectofvariationsofcesewastewastelevelsonmarshallparametersinacwclayer AT sumiyatisumiyati effectofvariationsofcesewastewastelevelsonmarshallparametersinacwclayer |