Kinematical Element Method in Limit Analysis for Lateral Earth Pressure

Kinematical Element Method (KEM) suggested by P. Gussmann is introduced in solving the problem of lateral earth pressure on retaining structures and computed results are given. Discrete model is applied to find the optimal upper limit solution. This method can be used in solving problems of stability of retaining structure, foundation and slope for soil and loose rock. It agrees with the traditional engineering methods and provides means in solving three dimensional problems.