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KAJIAN PENGGUNAAN BANTALAN BETON BEKAS JALUR KERETA API SEBAGAI DINDING PENAHAN TANAH PENGGANTI GABION

Authors

  • Dicky Arisikam PT Kereta Api Indonesia (Persero)
  • Awan Hermawan Purwadinata PT Kereta Api Indonesia (Persero)
  • Nadia Laila Lathifah

DOI:

https://doi.org/10.33197/jitter.vol8.iss2.2022.858

Keywords:

Embankment Construction, Slope stability, Used Concrete Sleepers, Plaxis

Abstract

On the railway track, a change in layout and space can be found oftenly in order to improve the function of the railway to be better and have a high degree of reliability. This research aimed to analyze the slope stability due to the load that occurs when used concrete sleepers instead of gabion, as well as to find out the safety factors of hiping construction using concrete sleepers. The calculation of railway slope stability considers three models of slope failure: failure due to bolsters, shear forces, and soil bearing capacity. The calculation results of slope stability and force that occurs in the reinforcement is verified using Plaxis 2D CE V20 software with the output in the form of safety factors. Based on the results of the research, the alternative reinforcement using used concrete pads as a substitute for gabions has a deformation value of 0.1058 m with a safety factor of 1.638. So, the alternative is safe against landslides during the construction period having an FK value > 1.5 exceeding the minimum safety factor value.

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Published

2022-04-15

Versions

How to Cite

[1]
D. Arisikam, A. H. . Purwadinata, and N. L. . Lathifah, “KAJIAN PENGGUNAAN BANTALAN BETON BEKAS JALUR KERETA API SEBAGAI DINDING PENAHAN TANAH PENGGANTI GABION”, JITTER, vol. 8, no. 2, Apr. 2022.

Issue

Vol. 8 No. 2 (2022)

Section

Articles

License

Copyright (c) 2022 Dicky Arisikam, Awan Hermawan Purwadinata, Nadia Laila Lathifah

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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