So far, the effect of changing the distance between the foundations, the effect of
changing the height of the embankment and the effect of the distance of the foundation
from the edge of the embankment in determining the bearing capacity of the adjacent
foundations located on the embankment has not been considered. Also, not much
research has been done on the bearing capacity of strip foundations on an embankment
using the finite element method, and no analytical or numerical solution has been
proposed to determine the bearing capacity of two adjacent foundations on an
embankment. Therefore, the current research deals with the numerical discussion of the
bearing capacity of the adjacent foundation on the embankment, and to solve the
problem, the finite element limit analysis method was used.