ENERGY APPROACH TO CALCULATION OF LOADED SLOPES STABILITY
The computational feasibility of the stability factor of the loaded slope on the basis of the operational analysis of restraining and shear forces which are performed in every point of the flow line on the further displacements which are arisen by the change of the loads resultant vector is considered. The construction of the most probable flow line is carried out on the basis of the stress analysis of the soil body from the minimum value of the stability factor in it every point.