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Danang Purwanto
Nusa Putra University
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Journal : Teknisia

 1 
STUDI NUMERIK RESPON STRUKTUR MODIFIKASI BANTALAN BETON UNTUK NON-BALLASTED TRACK Danang Purwanto; Iman Satyarno; Andreas Triwiyono
TEKNISIA Vol. XXIV, No. 1, Mei 2019
Publisher : Jurusan Teknik Sipil, Fakultas Teknik Sipil dan Perencanaan, Universitas Islam Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.20885/teknisia.vol24.iss1.art2

Abstract

According to Rencana Induk Perkeretaapian Nasional (RIPNas), making  plans for the development of Indonesian railways until the next 2030. The targets for the development of railway networks and services to be achieved in 2030 include a national network of 12,100 km (spread on Java-Bali, Sumatra, Kalimantan, Sulawesi and Papua). Construction of railway track is generally divided into two main types, namely, ballasted tracks and non-ballast tracks.  In this study the non-ballasted track or ballastless track is to modify the width of the sleeper  that will be used without using ballasts on the railroad tracks. This is done to reduce the use of coarse aggregates in ballasts so that if used in areas that do not have natural resources in the form of coarse aggregates a railway track can be built. The research will be carried out according to the condition of the soil gravel, dense sand, medium dense sand, silty medium dense dan loose sand. Different types of soil cause different responses or behaviors from the modification of the sleeper  that are located above the ground. This study will discuss the analysis of rail displacement and rail bending stress that occur in the modification of railroad concrete sleeper  for non-ballast use in some soil conditions. The study was conducted with software SAP2000 version 2014 to analyze  displacement and rail bending stress on concrete sleeper modification with dimensions 400 x 2440 mm2; 1200 x 2440 mm2; 2000 x 2440 mm2; 2800 x 2440 mm2 dan 3600 x 2440 mm2 for each different type of soil to determine the dimensions of modification of concrete sleeper  that can be used. According AREMA(1999) Result of rail displacement rail may not exceed 6 mm and rail bending  stress may not exceed 75 N/mm2.
Co-Authors Abdul Rahman Abdul Rahman Abdul Rahman Abdul Rahman Adilest, Johan Akbar, Aslam Maulana Alfiradesti, Suciana Alif Luthfiasari Amalia Nurhaliza Ananda, Dita Anang Suryana Andreas Triwiyono Anggarini, Khusnul Widya Anif Jamaluddin Anindita, Dominica Adeline Shiva Astika, Fina Aulia Atik Catur Budiati Avany Aisya Alfiani Alfiani Azizah, Hana Nur Bagas Narenda Parahita BAGAS NARENDRA PARAHITA Bagas Narendra Parahita Bunga Widarizki, Restik Chusnaini, Nur Darin Alya Husniyah Dea Suandi Putri Dede Muhamad Nurdin Jaya Dede Sukmawan Deshinta Arovva Dewi Desi Nurvianti Desy Wulandari Dewanti Fitria Wahyu Alfionita Dewi, Revana Silvia Dimas Rahadian Aji Muhammad, Dimas Rahadian Aji Dini Oktarina Dwi Handayani Dio Damas Permadi Dio Damas Permadi Dora, Meylawati Dwi Astutik Dwi Astutik Dwi Astutik Dzikriyah, Fathurohmah Putri Ernawati Fajar Julian Santosa Fatihah, Rochmani Putri Fatihah, Rochmani Putri Fatlina Hijriyanti Fauzi Nur Afifudin Febian Akbar Al Husaini Fina Aulia Astika Gariska, Patria Dhony Ghufronuddin Ghufronuddin Ghufronudin .Ghufronudin Ghufronudin Ghufronudin Ghufronudin, Ghufronudin Halimah, Lia Nur Hanifah Ihsaniyati Hanny Nur Shofia Arifah Hasanatul Jannah Hidayat, Muhammad Ariyan Hijriyanti, Fatlina Iman Satyarno Indah Nurhidayati, Indah Ismail Ismail Isna Nugraheni Khusnul Widya Anggarini Kornienko Elena Vladimirovna Krisna Rendi Awalludin Kristanto*, Rangga Dwi Kurniawan, Hasna Lestari, Khilma Ayu Lestari, Mutiara Dwi Lia Nur Halimah Luthfiasari, Alif Madhan, Nuvaisha Nur Maheswari, Adinda Tri Puji Mardiani Rahayu Pramesti Marina Artiyasa Matrunevich Oksana Viktorovna Matrunevich Oksana Viktorovna Maulida Muflihah, Istikana Mochammad Fikri Fadhillah Muchtar Ali Setyo Yudono Mugi Ardiansyah Muhammad Ariyan Hidayat Muhammad Hidayat Muhammad Hidayat Mukhrodin, Muhammad Fadil Hidayatulloh Mushofa, M Hafiz Mutiara Dwi Lestari N. Nurhadi Nabila Shofiatuz Zahroh NaeliRachmawati Nayang Locita Afni Nirmala Sari, Dinda Novia Tri Utami Noviana, Renzi Novita Aprilia Novita, Dea Reny Nurhadi Nurhadi, Nurhadi Nuri Luthfi Asih Nurvianti, Desi Nuzul Isnaini Fathurrahmah Okost Maksim Viktorovich Pamungkas, Muhamad Ichsan Tri Prabaswara, Dyatmika Pudyastuti, Septina Galih Purwaningsih Putra, Aryasena Mahesa Putri Larasati Putri Larasati Kiyato Putri, Marinda Noor Fajrina Noviana Raden Roro Ilma Kusuma Wardani Ramadante, Fadila Ratna Puji Lestari Renzi Noviana Riadi Syafutra Siregar Riski, Firli Alfa Rohima Tazkiyah Rosyida Ronald Tri Pamungkas Rozandi, Ardin Rui Arda, Extana Safitri, Windi Putri Fila Saifuddin Zuhri Saifuddin Zuhri Santosa, Fajar Julian Saputra, Alit Adi Saputri, Utamy Sukmayu Septiana, Wulan Septina Galih Pudyastuti Setyawan, Siti Luzviminda Harum Pratiwi Setyorini, Safitri Siregar, Riadi Syafutra Sri Lestari Ningsih Sutarto Sutarto Syakur, Muhammad Yusron Syfa Nuril Auliya Taufik Rido Titalia Disa Rahmasari Tsulis Iqbal Khairul Amar Tsulis Iqbal Khairul Amar Ubaidulloh, Ervin Muhammad Ulfa, Amalia Nadifta Umar Aditiawarman Vina Nurita Rohmawati Wahyudi Wahyudi Wardana, Bagus Adi Wardani, Raden Roro Ilma Kusuma Widiarti, Endang Retno Widiyanto Widiyanto Widiyanto Widiyanto Widjaya, Envilia Rahmadhani Wilis Wening Windi Putri Fila Safitri Yosafat Hemawan Trinugraha Yosafat Hermawan Trinugraha, Yosafat Hermawan Yuhastina Yuhastina Yuhastina Yuhastina, Yuhastina Yunazar, Rizky Zacharia, Nasywan Nur Zalina, Nur