PILOT AND ANALYTICAL STUDIES OF STABILITY OF LOADED SLOPES UNDER THE CONDITIONS OF TWO-DIMENSIONAL PROBLEM
The results of experiments on determination of intensity value of evenly distributed ultimate load enclosed to a daylight surface of a uniform slope at some distance from its edge are given. After carrying out the experiments the calculation of the results with the help of the computer program "Stability. Stress State" is done. As a result quite satisfactory correspondence of the experimental and calculated data was determined. Images of pictures of stress component, areas of plastic deformations and traces of the most probable slide surfaces corresponding to the model's stability loss moment are provided in the paper.