The proposed approach is capable of capturing major pile-soil-pile interactions and the coupling effect in pile groups subjected to torsion.

3D finite element analysis of pile-soil interaction of squeezed branch pile;

Experimental study on pile-soil interaction parameter in pile integrity test;

Effects of time-effect of pile s bearing capacity on pile-soil interaction and on settlement of pile-raft foundation;

Analysis on p-y curves of soil-pile interaction in liquefied soils;

The shake table test on soil-pile interaction;

Analysis of pile-soil interaction under horizontal load by meshless method;

The calculated results indicate that it is detrimental to continuous rigid frame bridges when pile-soil interaction and structure-water interaction are considered.

By using an elastoplastic finite element program, the magnitude of settlement, uneven settlement and stress level in the soil mass are compared between two different cases; especially, the pile-soil interaction is analyzed and compared with practice.