PERENCANAAN DOUBLE TRACK LINTASAN KERETA API PADA EMPLASEMEN STASIUN MOJOKERTO - BOHARAN (KM 57+358 - KM 33+867)
DOI:
https://doi.org/10.36341/racic.v9i2.4782Keywords:
PERENCANAAN DOUBLE TRACKAbstract
Based on National Railway Master Plan (RIPNAS)in 2030, there is an increase in train passenger travel on Java Island by 858.5 million people/year. The capacity of the railway track is inadequate because it still uses a single track on the Mojokerto - Boharan line so that there is a plan for a double track railway. On Java Island, there are 2 railway routes, namely the northern route (pantura) and the southern route. For the northern route or the North Coast route connecting Jakarta and Surabaya, it is already a double track. While for the southern route in the form of a double track, it is still realized on the Jombang - Mojokerto track. Then, on the Mojokerto - Boharan track, the existing railway line is still a single track or single track. The main focus of this study is the planning of a double track railway at the placement of Mojokerto - Boharan Station (KM 53 + 400 - KM 51 + 700). The structure of the double track railway in the Mojokerto - Boharan section that was reviewed was the planning of a double track railway that was given a geotextile layer against the aspect of the planned railway load. The guidelines used in this design are the Regulation of the Service No. 10 of 1986 from PT. KAI. As a result of this study is a review of the safety factor due to dead load damage to the railway structure, the safety factor of slope and lateral swelling against the reinforcement of the geotextile layer meets the requirements.
Downloads
References
Adi, C. P., Sukmajati, E. I., Hardiyati, S., & Prabandiyani, S. R. W. (2013). Perencanaan jalur ganda (double track) jalan rel ruas Semarang-Gubug. Jurnal Karya Teknik Sipil, 2(3), 74–92. https://ejournal3.undip.ac.id/index.php/jkts/article/view/3964
Alamsyah, A. A. (2003). Rekayasa Jalan Rel (Universitas Muhammadiyah Malang, Ed.; Edisi I). Bayumedia.
Sukmana, Ari Dwipa & Raharjo, Budi. (2014). “Perencanaan Jalur Ganda Kereta Api Surabaya – Krianâ€. Jurnal Teknik POMITS Vol. 1 (1).
Dasion, J. J. T. (2021). Perencanaan jalur ganda (double track) lintasan kereta api pada emplasemen Stasiun Wonokromo-Stasiun Sidoarjo (KM 7+881-KM 25+510) [Universitas Pembangunan Nasional “Veteran†Jawa Timur]. http://repository.upnjatim.ac.id/id/eprint/2367
Drajat, B., Hosang, J. R. C., Korah, T. C. M., Djajadi, D., & P, U. (2017). Kajian rencana pembangunan double track pada emplasemen Stasiun Cilame (lintas Cikampek-Padalarang). Jurnal Penelitian Sekolah Tinggi Transportasi Darat, 8(1), 37–48. https://doi.org/10.55511/jpsttd.v8i1.44
Katalog Brosur Bantalan Beton Prategang Jalan Kereta Api WIKA. [Online] Tersedia. http://www.e-katalog.lkpp.go.id/
Kementerian Perhubungan Ditjen Perkeretaapian. (2011). Rencana induk perkeretaapian nasional. https://ppid.dephub.go.id/fileupload/informasi-berkala/RIPNAS-2030.pdf
Menteri Perhubungan Republik Indonesia. (2012). Peraturan Menteri Perhubungan Nomor: PM. 60 Tahun 2012. https://peraturan.bpk.go.id/Home/Details/147069/permenhub-no-60-Tahun-2012
Muda, Anwat. (2016). “Model Pendekatan Alat Uji Kepadatan Ringan untuk Tanah di Laboratoriumâ€. Info Teknik Vol. 17 (1).
Munif, M. (2022). Perencanaan jalur ganda (double track) lintasan kereta api pada emplasemen stasiun antara Baron-Nganjuk (KM 103+355-KM 118+842) [Universitas Pembangunan Nasional “Veteran†Jawa Timur]. http://repository.upnjatim.ac.id/id/eprint/4993
Pemerintah Republik Indonesia. (1986). Peraturan Pemerintah Republik Indonesia nomor 10 Tahun 1986. https://peraturan.bpk.go.id/Home/Details/64362/pp-no-10-Tahun-1986
Perusahaan Jawatan Kereta Api. (1986) . Peraturan Dinas No. 10 Tahun 1986 Tentang Perencanaan Kontruksi Jalan Rel. PJKA. Bandung
Prasetio, I., & Rifai, A. I. (2020). Railway planning double-double track (case study of Bekasi Station km 26 + 652-Jatinegara Station km 12 + 050). International Journal of Transportation and Infrastructure, 4(1), 12–21. https://doi.org/https://doi.org/10.29138/ijti.v4i1.1161
Rachmasari, D., Lukmanasari, S. H. S., Pudjianto, B., & Narayudha, M. (2013). Perencanaan jalur ganda kereta api koridor Semarang Bojonegoro ruas Semarang Tawang-Ngrombo. Jurnal Karya Teknik Sipil, 2(2), 45–54. https://ejournal3.undip.ac.id/index.php/jkts/article/view/4064
Sukmana, A. D., & Rahardjo, B. (2014). Perencanaan jalur ganda kereta api Surabaya-Krian. Jurnal Teknik POMITS, 1(1), 1–5. https://doi.org/10.12962/j23373539.v10i1.62401
Utomo, N., & Estikhamah, F. (2020). Analisa kekuatan struktur jalan kereta api dengan penambahan lapisan geotekstil pada perencanaan jalur ganda Jombang –Peterongan (KM.69+100 –KM.76+100). Jurnal Ilmiah Teknik Sipil, 6(1), 23–31. https://doi.org/https://doi.org/10.33005/kern.v6i1.24
Utomo ,S.H.T. (2009). Jalan rel (2nd ed.). Beta Offset. https://sirherdiansyah.wordpress.com/2013/04/30/ebook-jalan-rel/
Wiasanto, A. R., Herijanto, W., & Rahardjo, B. (2019). Kajian jalur ganda kereta api Stasiun Blitar-Stasiun Kertosono KM 122 +895 - 215 +479. Jurnal Transportasi, 2(1), 78–82. https://doi.org/http://dx.doi.org/10.12962/j26226847.v2i2.5485
Yodha, E. C., Alihudien, A., & Priyono, P. (2019). Studi perkuatan geotekstil pada lereng dengan variasi kemiringan dan jarak pondasi dangkal melalui pemodelan di laboratorium [Teknik Sipil, Universitas Muhammadiyah Jember]. In Universitas Muhammadiyah Jember. http://repository.unmuhjember.ac.id/3691/
Downloads
Published
Issue
Section
License
1. Copyright of all journal manuscripts is held by the RACIC : Rab Construction Research
2. Formal legal provisions to access digital articles of electronic journal are subject to the provision of the Creative Commons Attribution-ShareAlike license (CC BY-NC-SA), which means that RACIC : Rab Construction Research is rightful to keep, transfer media/format, manage in the form of databases, maintain, and publish articles.
3. Published manuscripts both printed and electronic are open access for educational, research, and library purposes. Additionally, the editorial board is not responsible for any violations of copyright law.
licensed under a Creative Commons Attribution-ShareAlike 4.0 International License.