A series of finite element analyses have been undertaken to investigate the
effects of interface properties on the behaviour of a vertical retaining w
all and the deformation of the ground around it. The boundary between a rig
id embedded wall and the soil is modelled with zero thickness interface ele
ments. Uniform translation of the wall has been studied. The analyses show
the predicted limiting active and passive pressure on the wall are dependen
t on the maximum wall friction angle and are in reasonable agreement with a
ccepted approximate analytical solutions. The limiting pressure-is independ
ent of the stiffness and dilation properties of the interface elements. The
dilation properties of the interface have a significant effect on the grou
nd surface deformation around the wall. (C) 1998 John Wiley & Sons, Ltd.