PERENCANAAN PERKUATAN PERLINTASAN KERETA API SEBIDANG DENGAN MENGGUNAKAN PLAT BETON BERTULANG

Authors

  • Dicky Arisikam PT Kereta Api Indonesia (Persero)
  • Heru Kuswanto PT KAI
  • Muhammad Arifudin PT KAI
  • Bhakti Pramadita PT KAI

DOI:

https://doi.org/10.33197/jitter.vol9.iss2.2023.1074

Keywords:

Crossing, asphalt damage, reinforced concrete slab, railroads

Abstract

lroad track and a motorized highway. Based on
data and field reports at railroad crossings with
highways, it is often found that damage to the
asphalt layer (Surface Coarse). The cause of asphalt damage occurs due to a shift between the ballast gravel under the asphalt surface. Where the asphalt layer should be on a solid pavement or foundation, so that the life of the asphalt surface will be more durable. So to overcome these problems, a comparative study was conducted on the planning of retrofitting of the crossing using reinforced concrete slabs and using used railroad tracks. In the design of the reinforced concrete slab, a plate measuring 3x0.6 meters thick 7 cm with a concrete quality of K-225 (18.68 Mpa) is used which can withstand a train axle load of 18 tons. The load on the used railroad tracks is used by large-loaded vehicles, namely truck loads of 10 tons

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Published

2023-04-15

How to Cite

[1]
D. Arisikam, H. Kuswanto, M. Arifudin, and B. Pramadita, “PERENCANAAN PERKUATAN PERLINTASAN KERETA API SEBIDANG DENGAN MENGGUNAKAN PLAT BETON BERTULANG ”, JITTER, vol. 9, no. 2, Apr. 2023.

Issue

Vol. 9 No. 2 (2023)

Section

Articles

License

Copyright (c) 2023 Dicky Arisikam, Heru Kuswanto, Muhammad Arifudin, Bhakti Pramadita

Creative Commons License

This work is licensed under a Creative Commons Attribution-NonCommercial-ShareAlike 4.0 International License.

Submission of a manuscript implies that the submitted work has not been published before (except as part of a thesis or report, or abstract); that it is not under consideration for publication elsewhere; that its publication has been approved by all co-authors. If and when the manuscript is accepted for publication, the author(s) still hold the copyright and retain publishing rights without restrictions. Authors or others are allowed to multiply the article as long as not for commercial purposes. For the new invention, authors are suggested to manage its patent before published. The license type is CC-BY-SA 4.0.

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