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Development of a bridge sleeper fastening system for CWR on an existing open-deck steel bridge

Last updated on 09 March 2020 3:26

In Korea, steel plate girder bridges were constructed in the 1900s by connecting the track panel directly to the girder using 25–50 m of rail. The impact of the rail joints caused by the train's motion results in irregularities in the track. This leads to damage and early deterioration of...

Author(s): Back Inchul;Choi Sanghyun;Lee Chanyoung;Park Sunghyun;Choi Younggil;Lee Hodam

Organisation(s): KORAIL Institute ; Korea National University of Transportation ; ESCO RTS ; Seohyun Engneering ;

2019

South Korea

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