The advantages of all-vertical-piled wharf are expounded.

A study for the vertical pile-wharf structure on silty fine sand ground without anchored retaining wall by tie rods or batter piles is conducted by means of centrifuge model test to investigate the effects of anchored retaining wall by tie rods and batter piles on wharf structure.

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.