Behavior of Railway Reinforced with Geocomposite under Working Condition

Authors

  • 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.

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Author Biography

พัดยศ โคตรมา, ภาควิชาวิศวกรรมโยธา คณะวิศวกรรมศาสตร์ มหาวิทยาลัยบูรพา

Phatyot Khotma

Department of civil Engineering,Faculty of Engineering,Burapha University

 

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Published

2023-07-06

How to Cite

โคตรมา พ., ยิ้มศิริ ส., & เอื้ออภิวัชร์ ส. . (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