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Pendekatan Eksperimen Pada Pola Gerusan Di Bahu Jalan Yang Tidak Diperkeras


 
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1. Title Title of document Pendekatan Eksperimen Pada Pola Gerusan Di Bahu Jalan Yang Tidak Diperkeras
 
2. Creator Author's name, affiliation, country Sanidhya Nika Purnomo; Jurusan Teknik Sipil, Universitas Jenderal Soedirman; Indonesia
 
2. Creator Author's name, affiliation, country Purwanto Bekti Santoso; Jurusan Teknik Sipil, Universitas Jenderal Soedirman; Indonesia
 
2. Creator Author's name, affiliation, country Wahyu - Widiyanto; Jurusan Teknik Sipil, Universitas Jenderal Soedirman Department of Hydraulic and Ocean Engineering, National Cheng Kung University, Taiwan; Indonesia
 
2. Creator Author's name, affiliation, country Lutfi - Aulian; Jurusan Teknik Sipil, Universitas Jenderal Soedirman; Indonesia
 
2. Creator Author's name, affiliation, country Sri - Gunawan; Jurusan Teknik Sipil, Universitas Jenderal Soedirman; Indonesia
 
3. Subject Discipline(s)
 
3. Subject Keyword(s) experimental modelling; the road shoulder; inorganic clay soil; sandy soil; silt inorganic soil; uji eksperimen; bahu jalan; tanah lempung anorganik; tanah pasir; tanah lanau anorganik
 
4. Description Abstract

Scour at the unpaved shoulder of the road is an interesting phenomenon that needs to be furtherlyinvestigated. This paper presents the scour pattern on the unpaved shoulder of the road for 5 samples with 3 variations of soil type. Each sample was tested using models of the body and the shoulder of the road in accordance with conditions on the field, which is simulated using a variation of the transverse slope of the road, the longitudinal slope, and rainfall intensity. The experimental results showed that the sandy soil provides smaller damage than the inorganic clay and silt inorganic.

Gerusan di bahu jalan yang tidak diperkeras merupakan fenomena menarik yang perlu diteliti lebih lanjut.Pada makalah ini, disajikan mengenai pola gerusan di bahu jalan yang tidak diperkeras untuk 5 sampel bahu jalan dengan 3 variasi jenis tanah.Masing-masing sampel diuji dengan membuat model badan dan bahu jalan sesuai dengan kondisi di lapangan, yang disimulasikan menggunakan variasi kemiringan melintang jalan, kemiringan memanjang jalan, dan intensitas hujan.Hasil eksperimen menunjukkan bahwa tanah pasir memberikan kerusakan yang lebih kecil dibandingkan dengan tanah lempung anorganik dan lanau anorganik.
 
5. Publisher Organizing agency, location Universitas Negeri Semarang
 
6. Contributor Sponsor(s)
 
7. Date (YYYY-MM-DD) 2017-07-26
 
8. Type Status & genre Peer-reviewed Article
 
8. Type Type
 
9. Format File format PDF
 
10. Identifier Uniform Resource Identifier https://journal.unnes.ac.id/nju/jtsp/article/view/9495
 
10. Identifier Digital Object Identifier (DOI) https://doi.org/10.15294/jtsp.v19i1.9495
 
11. Source Title; vol., no. (year) Jurnal Teknik Sipil dan Perencanaan; Vol 19, No 1 (2017)
 
12. Language English=en
 
13. Relation Supp. Files
 
14. Coverage Geo-spatial location, chronological period, research sample (gender, age, etc.)
 
15. Rights Copyright and permissions Copyright (c) 2017 Jurnal Teknik Sipil dan Perencanaan