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Design Method for GRS Integral Bridge with the Use of PCT Girder

Last updated on 31 May 2022 11:21

Geosynthetic-Reinforced Soil (GRS) integral bridge is a bridge that rigidly joins a girder and a reinforced soil abutment. This paper describes an outline of our new joint structure connecting a prestressed concrete T-shaped (PCT) girder and an abutment, which has been an important issue in developing GRS integral bridges using...

Author(s): Shuntaro TODOROKI;Masaru OKAMOTO;Hidetoshi NISIOKA;Shinichi TAMAI;Toyoji Yonezawa;Hidekazu ISHII

Organisation(s): Railway Techinical Research Institute (RTRI) ;

2022

Japan

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