Seismic Performance of Pile-Wharf Connections_Specimen 08:2/3 Scale/Outwardl/Light Deck Reinf/Axial

Specimen 8 was a 2/3 scale model of a common pile-to-deck connection. Specimen 8 consisted of a precast concrete pile which connected with outward bent dowels to a lightly reinforced concrete deck. An Axial load was applied.

8号试件为常规桩-板连接构造的2/3缩尺模型，该试件包含一根预制混凝土桩，该桩通过外弯传力杆与低配筋混凝土板实现连接，试验过程中对其施加了轴向荷载。