Perencanaan Perlintasan Kereta Api Menggunakan Rel Kereta Api

Arisikam, Dicky; Purwadinata, Awan Hermawan; Pramadita, Bhakti

doi:10.33197/jitter.vol8.iss2.2022.861

Cited by 2 publications

(2 citation statements)

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“…Selain melintasi tanah keras, terdapat pula bagian jalan rel yang dibangun di atas tanah sedang sampai lunak (Sahban, 2018). Beban kereta yang signifikan dan kecepatan yang melebihi 50% dari kecepatan gelombang tanah menyebabkan perpindahan tanah secara horizontal dan penurunan pada lintasan jalan rel kereta api di atas tanah lunak (Aulia, 2022). Fenomena penurunan tanah ini dapat mengakibatkan ketidakstabilan perlintasan jalan kereta api, meningkatkan risiko kecelakaan yang dapat berdampak signifikan (Utami, 2020).…”

Section: Pendahuluanunclassified

Analysis Safety Factor Kualanamu Railway Embankment Using Finite Element Method

Surbakti

2024

JCEBT

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Analysis of the soil's bearing capacity for the loads acting on the railway tracks is one of the most important parts of planning the structure of the railway to be built. Considering that train activity is very intense and imposes a significant live load on the soil layer beneath it, it is necessary to ensure that the soil layer under the railroad track is able to withstand the entire load. This analysis aims to ensure that the subgrade is able to support the entire load acting on it by calculating the safety factor for the layers of soil and ballast on the railroad track. The calculation method used to obtain the load value is analytical, while the calculation of safety factors and soil settlement is carried out using the finite element method (FEM) calculation concept. From the results of analysis using the finite element method (FEM) using Plaxis 2D, it can be concluded that at the operational stage the maximum drop in the vertical direction was -5.96 mm while the maximum movement in the horizontal direction was 1.12 cm. This is smaller than the maximum drop permitted by Minister of Transportation Regulation No. 60 of 2012, namely 10 cm. The safety factor during train operations is 2.902, so the railroad construction can be declared safe.

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Section: Pendahuluanunclassified

Analysis Safety Factor Kualanamu Railway Embankment Using Finite Element Method

Surbakti

2024

JCEBT

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“…Geometrik jalan rel kereta api dirancang dan direncanakan berdasarkan kecepatan rencana dan ukuran kereta yang melintas sehingga dapat mencapai hasil yang efisien, aman, dan nyaman serta ekonomis (Haris & Hendrianto, 2017). Berdasarkan (Peraturan Menteri Perhubungan Nomor: PM.60, 2012) syarat geometrik untuk perlintasan kereta api yaitu lebar jalan rel, kelandaian, kelengkungan, dan pelebaran jalan rel, serta tinggi rel wajib dipenuhi.…”

Section: Geometrik Jalan Rel Kereta Apiunclassified

Analisis Keselamatan Pada Perlintasan Sebidang No. 46 Jl. Kh. Ahmad Dahlan Jakarta Timur

Kamila,

Christianto,

Angkat

2023

j. mitra teknik sipil

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Jalur perlintasan langsung (JPL) adalah jalur pertemuan antara rel kereta api dengan jalan raya. Salah satu contohnya yaitu di lokasi JPL 46, Jl. KH. Ahmad Dahlan, Jakarta Timur yang dijaga oleh petugas resmi Penjaga Jalan Lintasan (PJL) dikarenakan JPL 46 selalu ramai dan padat sehingga memungkinkan terjadinya kemacetan ataupun kecelakaan di perlintasan tersebut. Penelitian ini dilaksanakan dengan menggunakan metode survei langsung pada lalu lintas di JPL 46 menggunakan form penilaian yang sudah tersedia. Penelitian ini bermaksud untuk menganalisis perlintasan sebidang dan berupaya untuk meningkatkan keselamatan pengguna jalan ataupun pengendara yang melintas di JPL 46. Hasil analisis membuktikan bahwa kelengkapan fasilitas jalan di JPL 46 tidak sesuai dengan pedoman teknis perlintasan sebidang, kondisi geometrik jalan sudah cukup sesuai dengan pedoman teknis perlintasan sebidang, kondisi perkerasan sangat baik, volume lalu lintas JPL 46 dapat dikategorikan tidak aman dan perlu dilakukan peningkatan dengan membuat perlintasan menjadi tidak sebidang, perilaku pengguna jalan kurang disiplin dan mengabaikan peraturan yang ada, serta hasil analisis risiko menggunakan metode HIRARC membuktikan bahwa tingkat kedispilinan pengguna jalan yang sangat rendah yang memungkinkan untuk terjadinya potensi kecelakaan lalu lintas seperti tertabrak/tersambar oleh kereta api atau dengan sesama kendaraan. Level crossing is a meeting point between railroad and highway. One example is at the location of JPL 46, Jl. KH. Ahmad Dahlan, East Jakarta which is guarded by an official Crossing Guard (PJL) because JPL 46 is always crowded and congested so that it allows congestion or accidents level crossing. This research was conducted using a direct survey method on traffic at JPL 46 using assessment form. This study intends to analyze level crossing and attempt to improve safety of road users at JPL 46. The results of analysis prove the completeness of road facilities at JPL 46 is not in accordance with technical guidelines for level crossing, the geometric condition of the road is quite in accordance with technical guidelines for level crossings, the pavement condition is very good, the traffic volume of JPL 46 can be categorized as unsafe and needs to be improved by making non-crossing level, the behavior of road users is less disciplined and ignores existing regulations, and the results of risk analysis using HIRARC method prove that the level of discipline of road users is very low which allows potential for traffic accidents such as being hit/struck by trains or by fellow vehicles.

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Perencanaan Perlintasan Kereta Api Menggunakan Rel Kereta Api

Cited by 2 publications

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Analysis Safety Factor Kualanamu Railway Embankment Using Finite Element Method

Analysis Safety Factor Kualanamu Railway Embankment Using Finite Element Method

Analisis Keselamatan Pada Perlintasan Sebidang No. 46 Jl. Kh. Ahmad Dahlan Jakarta Timur

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