Determination of OCS Mast Offset in Johore Bahru Sentral for GemasJohor Electrified Double Track Project

The Gemas – Johor Bahru Electrified Double Track Project (GJBEDTP) is the most recent railway electrification. GJBEDTP runs from Gemas Railway Station to Johore Bahru (JB) Sentral. Since the JB Sentral station platform track is existing, it cannot achieve the minimal offset in the client's Sta...

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Main Authors: Kamis, Muhamad Syakir, Abd Latif, Muhamad Faiz, Ramli, Mimi Faisyalini, Ganasan, Reventheran, Shamsuddin, Mohd Asran, Mahyeddin, Mohd Eizzuddin, Iskandar, Nadia Amena
Format: Article
Language:en
Published: semarak ilmu 2024
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Online Access:http://eprints.uthm.edu.my/12367/1/J17828_3ac820c95068a6b9fb530ff7af029aaf.pdf
http://eprints.uthm.edu.my/12367/
https://doi.org/10.37934/araset.44.2.184198
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author Kamis, Muhamad Syakir
Abd Latif, Muhamad Faiz
Ramli, Mimi Faisyalini
Ganasan, Reventheran
Shamsuddin, Mohd Asran
Mahyeddin, Mohd Eizzuddin
Iskandar, Nadia Amena
author_facet Kamis, Muhamad Syakir
Abd Latif, Muhamad Faiz
Ramli, Mimi Faisyalini
Ganasan, Reventheran
Shamsuddin, Mohd Asran
Mahyeddin, Mohd Eizzuddin
Iskandar, Nadia Amena
author_sort Kamis, Muhamad Syakir
building UTHM Library
collection Institutional Repository
content_provider Universiti Tun Hussein Onn Malaysia
content_source UTHM Institutional Repository
continent Asia
country Malaysia
description The Gemas – Johor Bahru Electrified Double Track Project (GJBEDTP) is the most recent railway electrification. GJBEDTP runs from Gemas Railway Station to Johore Bahru (JB) Sentral. Since the JB Sentral station platform track is existing, it cannot achieve the minimal offset in the client's Statement of Needs (SON). The station canopy's acting load capacity is limited, so it cannot support the Overhead Line Equipment (OLE). Malaysia's standard offset value was 3.0 m, while the KTMB guideline's maximum offset value is 3.60 m and the minimum is 2.60 m. Thus, this research investigates the concrete mast offset that should be used when track separation is lower than standard. JB Sentral architecture data was collected to evaluate the mast offset. Sicat Master simulation and a cross-sectional diagram can be used to determine the proper minimum offset from the data collected. The results show that the mast at the centre of the two tracks can achieve clearances with the minimum offset of 1.80 m from the track centreline to the concrete mast face. These results also show that tangent track alignment allows a minimum offset of 1.80 m at a lower train speed.
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spelling my.uthm.eprints-123672025-04-24T01:19:13Z http://eprints.uthm.edu.my/12367/ Determination of OCS Mast Offset in Johore Bahru Sentral for GemasJohor Electrified Double Track Project Kamis, Muhamad Syakir Abd Latif, Muhamad Faiz Ramli, Mimi Faisyalini Ganasan, Reventheran Shamsuddin, Mohd Asran Mahyeddin, Mohd Eizzuddin Iskandar, Nadia Amena TF Railroad engineering and operation The Gemas – Johor Bahru Electrified Double Track Project (GJBEDTP) is the most recent railway electrification. GJBEDTP runs from Gemas Railway Station to Johore Bahru (JB) Sentral. Since the JB Sentral station platform track is existing, it cannot achieve the minimal offset in the client's Statement of Needs (SON). The station canopy's acting load capacity is limited, so it cannot support the Overhead Line Equipment (OLE). Malaysia's standard offset value was 3.0 m, while the KTMB guideline's maximum offset value is 3.60 m and the minimum is 2.60 m. Thus, this research investigates the concrete mast offset that should be used when track separation is lower than standard. JB Sentral architecture data was collected to evaluate the mast offset. Sicat Master simulation and a cross-sectional diagram can be used to determine the proper minimum offset from the data collected. The results show that the mast at the centre of the two tracks can achieve clearances with the minimum offset of 1.80 m from the track centreline to the concrete mast face. These results also show that tangent track alignment allows a minimum offset of 1.80 m at a lower train speed. semarak ilmu 2024 Article PeerReviewed text en http://eprints.uthm.edu.my/12367/1/J17828_3ac820c95068a6b9fb530ff7af029aaf.pdf Kamis, Muhamad Syakir and Abd Latif, Muhamad Faiz and Ramli, Mimi Faisyalini and Ganasan, Reventheran and Shamsuddin, Mohd Asran and Mahyeddin, Mohd Eizzuddin and Iskandar, Nadia Amena (2024) Determination of OCS Mast Offset in Johore Bahru Sentral for GemasJohor Electrified Double Track Project. Journal of Advanced Research in Applied Sciences and Engineering Technology, 44 (3). pp. 184-198. ISSN 2462-1943 https://doi.org/10.37934/araset.44.2.184198
spellingShingle TF Railroad engineering and operation
Kamis, Muhamad Syakir
Abd Latif, Muhamad Faiz
Ramli, Mimi Faisyalini
Ganasan, Reventheran
Shamsuddin, Mohd Asran
Mahyeddin, Mohd Eizzuddin
Iskandar, Nadia Amena
Determination of OCS Mast Offset in Johore Bahru Sentral for GemasJohor Electrified Double Track Project
title Determination of OCS Mast Offset in Johore Bahru Sentral for GemasJohor Electrified Double Track Project
title_full Determination of OCS Mast Offset in Johore Bahru Sentral for GemasJohor Electrified Double Track Project
title_fullStr Determination of OCS Mast Offset in Johore Bahru Sentral for GemasJohor Electrified Double Track Project
title_full_unstemmed Determination of OCS Mast Offset in Johore Bahru Sentral for GemasJohor Electrified Double Track Project
title_short Determination of OCS Mast Offset in Johore Bahru Sentral for GemasJohor Electrified Double Track Project
title_sort determination of ocs mast offset in johore bahru sentral for gemasjohor electrified double track project
topic TF Railroad engineering and operation
url http://eprints.uthm.edu.my/12367/1/J17828_3ac820c95068a6b9fb530ff7af029aaf.pdf
http://eprints.uthm.edu.my/12367/
https://doi.org/10.37934/araset.44.2.184198
url_provider http://eprints.uthm.edu.my/