Prediction of behavior of piled raft foundation for Shanghai World Financial Center of 101-storey;

Modification for design of piled raft foundation of dock in soft soil

Based on the data now available, the reasons why the quality problem of the piled raft foundation happened are analysed.

Field test study on piled raft foundation designed on spatial truss theory;

In meizoseismal area,calculating vertical load and horizontal load of the boiler foundation are very large,if the allowable bearing capacity of foundation soil is low,the pile foundation is necessary;piled raft foundation has many advantages,such as its larger vertical bearing capacity,low settlement and differential settlement,etc.

Application of raft stake in Karst geologic setting;

Experimental study on negative skin friction and mechanical behavior of high-speed railway CFG pile-raft composite foundation

Improvement of design method for pile raft foundation and its economical significance;

In order to study the interaction of upper structure,pile raft foundation and soil,a modle of three dimensional finite element analysis is established.

The paper has a study on properties of pile raft foundation for high buildings based on test.

An interaction factor approach and parametric analysis for piled raft foundation;

Analysis of interaction mechanism of piled raft foundation by use of simplified nonlinear model;

General analysis method of piled raft foundation under vertical loading;