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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| Language: | en |
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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. |
| format | Article |
| id | my.uthm.eprints-12367 |
| institution | Universiti Tun Hussein Onn Malaysia |
| language | en |
| publishDate | 2024 |
| publisher | semarak ilmu |
| record_format | eprints |
| 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/ |
