Earthquake–resistant steepness of slope structures

This report presents the results of authors' research on development a method for assessing earthquake-resistant steepness slope structures and experimental verification main provisions method. The internal external factors that directly affect stability oscillating are given. As an factor, strength deformation parameters soil in body considered, depending type soil, its granulometric mineralogical state, state density-humidity, etc. loading dynamic effect (amplitude, frequency, period, duration). is also affected by height slope, construction, liquefaction occurs under influence concussions. An account all these allowed authors to propose theoretical structures. Comparisons data counting with studies showed good convergence.