Layanan journal yang disediakan oleh Perpustakaan Universitas Gunadarma
| Judul Artikel | : | PEMANFAATAN ABU BAGASSE SEBAGAI FILLER TERHADAP NILAI MARSHALL TEST PADA CAMPURAN ASPHALT TREATED BASE (ATB) |
|---|---|---|
| Judul Terbitan | : | MEDIA Teknik Sipil |
| ISSN | : | 16933095 |
| Bahasa | : | IND |
| Tempat Terbit | : | Malang |
| Tahun | : | 0000 |
| Volume | : | Vol. 9 Issue 2 0000 |
| Penerbit | : | Universitas Muhammadiyah Malang |
| Frekuensi Penerbitan | : | 2 x 1 Tahun |
| Penulis | : | Andi Syaiful Amal |
| Abstraksi | : | Solidity construction of road of Indonesia generally are flexible solidity construction. One of kind flexible solidity are solidity of ATB (Asphalt Treated Base) layer that give fundamental layer function that under surface layer which support and spread load along with place to put surface layer. Trial to asphalt are follow: penetration, flexible point, ductility, while trial of agregate follow : kind heavy ang agregate absorption, analysis of agregate filler. The thing of test trial of optimwn asphalt degree is devided 5 variation namely 5%, 5.5%, 6%, 6.5% and 7% wich each groups are made 5 different sample with weight each 1200 gram. The optimwn asphalt degree which be got 6.5%. The thing of test trial of optimwn asphalt by filler Bagasse Dust are made 11 groups by filler degree 6.42% early which be made 0% up to 90% of Bagasse dust according to weight with 10% interval, by each groups are made 3 samples. The study result showed that three are influence of using Bagasse dust as filler to Marshall Test value. Stability is shown by equation Y = 1672.5 + 17.544 X - 0.2336 X2 gotten optimwn Bagasse dust degree about 37.59% by stability value are 2001.033 kg. The flow value is shown by equation Y = 4.05 + (2.7 E - 3 ) X - ( 1 E - 4 ) X2 by optimwn Bagasse dust degree about 13.5% is gotten flow value 4.05%. The hole in ATB compound is shown by equation Y = 4.102 + ( 0.04 ) X - ( 5 E - 4 ) X2 is gotten optimwn Bagasse dust about 40% by air hole about 4.90%. To Marshall Quotient value may be shown by equation Y = 4.007 + ( 0.046 ) X - ( 5 E - 4) X2 by optimwn Bagasse dust degree about 46% by Marshall Quotient value are 5.06 kN/mm. |
| Kata Kunci | : | Asphalt Treated Base ( ATB ); Bagasse Dust |
| Lokasi | : | P103 |
| Terakreditasi | : | belum |