This scenario combines the merits of tradi-tional high-piled pier dock, high-piled girder slab dock and floating dock, and solves the problem of low bearing capacity against ice load in traditional high-piled pier dock and enables large roll-on roll-off equipment to land on or depart from the artificial island.

Finite elements analysis on slope stability of piled wharf;

Research on 3D Elastic-Plastic Finite Elements Analysis Method of Piled Wharf-Slope System and Its Application;

Causes in structure of piled wharf surface cracking

Finite analysis of coupling between open type pier on piles and bank slope of Tianjin port;

Technology study of maintaining suffered pile of the high-pile wharf;

Study on deformation of a high-pile wharf slope from field observation;

Damage from bank soil deformation to high-pile wharf;

Impacts on results by different calculation models of iterative slab at high piled wharf;

Based on the studies made in Reference ,this paper presents some assumptions to understand equations for simplifying calculations of load on tongue-grooved section joints of high piled wharfs under transversely concentrated horizontal force.

The bearing capacity of a damaged high piled wharf has been realistically assessed with the method using measured parameters and dynamic verifications.