Behaviors of girder and backfill of GRS integral bridge focusing on tension force of geosynthetics

GRS integral bridge is applied for the first time as a railway structure in Hokkaido Shinkansen, and long-term and under-construction measurement are being carried out.From the characteristics of the GRS integral bridge, tensile displacement to geotextile occurs repeatedly by forced displacement due...

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Veröffentlicht in:	Geosynthetics Engineering Journal 2014, Vol.29, pp.205-208
Hauptverfasser:	SASAKI, Tetsuya, NISHIOKA, Hidetoshi, KOJIMA, Kenichi, TAKANO, Yusuke, SUYAMA, Yusuke, AOKI, Hifumi
Format:	Artikel
Sprache:	eng
Schlagworte:	Geotextile GRS Integral Bridge Tensile Displacement
Online-Zugang:	Volltext
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