What is the difference between evenly distributed and stripe type load?

In the case of a uniformly distributed load, the increase in the horizontal pressure acting on the retaining wall is constant with the depth, the intensity does not vary by varying its position. The horizontal pressure generated by a stripe type overload, on the other hand, varies with depth and position, relative to the coping of the retaining wall. The theoretical method makes use of the theory of elasticity, the applied equation is that developed by Boussinesq.