ABSTRACT
It was found that a change in the angle of inclination of the load from 0 to 30° leads to a decrease in the slope stability coefficient K; for clays by 2.8 times; for sandy loams by 2.5 times. The triangular distributed load was applied so that the smaller triangle cathet was at the base of the slope perpendicular to the daytime surface, the hypotenuse of the triangular load coincides with the slope surface. With an increase in the load of 0.40 MPa, the values of the resistance coefficients. To increase for clays in the range of 8.2-21.3%, for sandy loams in the range of 7.7-15.7%. The slope was divided into 10 equal sections. The load is applied simultaneously in Sections 1, 6 and 10. At q = 0.33 MPa, the stability coefficient for clay is 1.066, and for sandy loam 1.79.
