Behavior of Railway Reinforced with Geocomposite under Working Condition

  • พัดยศ โคตรมา ภาควิชาวิศวกรรมโยธา คณะวิศวกรรมศาสตร์ มหาวิทยาลัยบูรพา
  • สยาม ยิ้มศิริ
  • สิทธิภัสร์ เอื้ออภิวัชร์
Keywords: Railway Track, Geogrid, Geocomposite, Reinforcement, Working Condition, Ballast Fouling, Track Irregularity Index

Abstract

The objective of this research is to study the behavior under working condition of railway track reinforced with geocomposite material, i.e. geogrid and geotextile. The study is carried out at km. 67+500 to 68+000 of the Eastern line (outbound) between Don Si Non and Pad Riew Stations, Chachoengsao Province. Field experiments are carried out, which are (i) rail alignment measurement and (ii) track quality by TGM. Moreover, ballasts are collected for laboratory tests to evaluate their fouling and breakage. The results showed that the reinforcement can improve track irregularity; however, it cannot reduce ballast fouling and breakage.

Downloads

Download data is not yet available.

Author Biography

พัดยศ โคตรมา, ภาควิชาวิศวกรรมโยธา คณะวิศวกรรมศาสตร์ มหาวิทยาลัยบูรพา

Phatyot Khotma

Department of civil Engineering,Faculty of Engineering,Burapha University

 

Published
2023-07-06
How to Cite
โคตรมาพ., ยิ้มศิริส., & เอื้ออภิวัชร์ส. (2023). Behavior of Railway Reinforced with Geocomposite under Working Condition. The 28th National Convention on Civil Engineering, 28, GTE08-1. Retrieved from https://conference.thaince.org/index.php/ncce28/article/view/2160
Issue
Vol 28 (2023): Proceeding of The 28th National Convention on Civil Engineering: Post-Pandemic Challenges on Civil Engineering
Section
Geotechnical Engineering: GTE

Copyright (c) 2023 The 28th National Convention on Civil Engineering

Creative Commons License

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

Most read articles by the same author(s)