Survey with piled up load and 3 D FEM analysis on the foundation of Wuhan Jalefu Square

By means of the in site test and 3 D FEM imitation technology the displacements and bearing capacity of parallel and non parallel layered soil in the finite region are studied respectively for Wuhan Jalefu Square. Therefore,many 3 D audio visual and meaningful results are obtained, in addition,3 D EFM model of non parallel layered soil is established,which is successfully applied to analyse complex foundation problem.