A numerical study on the dynamic behaviour of gravity and cantilever retaining walls with granular backfill
Dynamic behaviour of gravity and cantilever retaining walls is investigated by
finite element method, incorporating the nonlinear elasto-plastic material
properties of soil and seperation of the wall and backfill. Two dimensional finite
element models are developed employing the finite element software ANSYS. The
wall is modelled to rest on a soil layer allowing translational and rotational
movements of the wall. [...]