In order to ensure the safety of cable-pylon anchorage of Maxin Bridge in Xiamen, a full-scale model test under oblique loading and spatial finite element analysis were conducted to analyze the mechanical behavior of the prestressed cable pylon installed with asymmetric cables and embedded with small-radius U shape prestressed system. The complicated anchorage zone was investigated under different service phrases, including prestressing, service, asymmetric cable action, and overloading. The results show that numerical and experimental results have a good agreement, the effective prestress has...
