Dynamic impedance of group piles in two-phase fluid-saturated soils;

DCM-based on ground loss for response of group piles induced by tunneling

Bearing capacity and deformation behaviour of pile groups in soft soil and design of composite foundation with settlement-reducing piles;

Analysis for deformation of single tension pile and pile groups using modified variational approach;

Analytic method of pile groups considering slipping between piles and soil and dynamic adjustment of integral stiffness;

Numerical simulation of river flow patterns affected by the pile groups of pile wharf;

With the adoption of FORTRAN program,some of behavioral characteristics of pile groups containing raked piles,via a simplified and hypothetical example,are examined.

This paper constructs a two-dimension plane flow model with finite element method,and introduces the concept of stagnation node to simulate the influence of pile groups on flows.