Responses of geosynthetic-reinforced soil (GRS) abutments under bridge slab loading: Numerical investigation

This study evaluated the responses of geosynthetic-reinforced soil (GRS) abutments subjected to bridge slab loading under working stress conditions using two-dimensional finite difference numerical software. A parametric study was conducted to investigate the effects of different combinations of rei...

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Veröffentlicht in:	Computers and geotechnics 2020-07, Vol.123, p.103566, Article 103566
Hauptverfasser:	Shen, Panpan, Han, Jie, Zornberg, Jorge G., Tanyu, Burak F., Christopher, Barry R., Leshchinsky, Dov
Format:	Artikel
Sprache:	eng
Schlagworte:	Abutments Bridge abutment Bridge abutments Bridge loads Bridges Distribution Earth pressure Finite difference method Geosynthetic Geosynthetic-reinforced soil Geosynthetics Layouts Numerical Reinforced soils Reinforcement Soil Soil investigations Stiffness Surcharge
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