Abstract: The significant influence of the geometric properties of the rebar surface on the bond behavior of fiber-reinforced polymer (FRP)-reinforced concrete (RC) members is not adequately covered in current design provisions. ...

Abstract: A series of laboratory model tests was performed to investigate the behavior of geosynthetic reinforced stiff clay foundation systems under circular loading. The footing consisted of a rigid circular steel plate with a ...

Abstract: A series of laboratory model tests was performed to investigate the behavior of geosynthetic reinforced stiff clay foundation systems under circular loading. The footing consisted of a rigid circular steel plate with a ...