Abstract
The article results of various studies, currently the authors are engaged in research on the method of slope positioning, this method differs from others, since this method does not require expensive equipment and technologies for production, it is an economically very profitable method. The development of the slope position method is associated with the stability of the slope, where bulk structures are widely used in construction of various significance. This method has always been built under justification, and with various calculated steepness, has real resistances to various seismic impacts. The slope position method always has its own experience in dealing with antiseismic measures that are built with inexpensive technologies and equipment. Many experts thought that in this method it would be considered a very voluminous work, to the expected concussions, but this method was very relevant at this time and stable. Which were erected by this method (dams, dams, embankments, bridges, supports, etc.) were distinguished by seis mic resistance, since the soils inside had different purposes and they should be resistant to various shocks. The external factor is: the load on the slope surface and the dynamic impact (amplitude, frequency, period, duration of shaking, etc.). The stability of the slope steepness is also affected by: the height of the slope, the method of its construction, as well as the liquefaction of the soil that occurs under the influence of strong shocks. Taking into account all these factors allowed the authors to propose a computational method for assessing the seismic resistance of the slope slope structures. Comparison of the calculation data with the results of experimental studies showed good convergence.