On the stability of slopes of the subgrade under seismic impacts
U. K. AbduraimovTashkent State Transport University, Tashkent, UzbekistanZamira MirzaevaTashkent State Transport University, Tashkent, UzbekistanG. B. IsmailovaTashkent State Transport University, Tashkent, UzbekistanKh. U. UrazovTashkent State Transport University, Tashkent, Uzbekistan
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The calculation of the stability of the slopes of the subgrade under difficult engineering and geological conditions, in areas with high seismic activity is considered. The purpose of this study is to analyze the seismic resistance of subgrade structures of different heights. According to regulatory documents, to reduce the negative aftermath of seismic impact on the transport structures, the slopes of the subgrade should consist of sandy soils.
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