Consideration of Seismic Effects in Assessment of Slope Stability According to the Ukranian Code (DBN V.1.1-12:2006) in Terms of High-Rise Housing Construction in Alupka, the Crimea Autonomous Republic
The paper presents the results of slope stability assessment in terms of practical calculations referring to the high-rise housing project in Alupka with account of seismic effects according to methods in DBN V.1.1-12:2006.
The paper is devoted to the systems analysis of the impact of natural and technogenic earthquakes on slip block soils. Dynamic loads due to industrial blasts, earthquakes as well as during vibration in operation of mechanisms and transport, cause changes in soils’ physical and mechanical properties and in the nature of geological process course. It is experimentally proved that under seismic waves the reduction of soil bearing capacity occurs in structure bases, sometimes reaching the critical state.