ABSTRACT
The article outlines the most important aspects and provides the main results of calculating and designing the gravity retaining wall while preventing soil liquefaction at its base during seismic impact. A comparative analysis of the calculations for the operational case with static and dynamic loads (seismic load) for two types of retaining walls (a reinforced corner wall with the front console and a solid concrete wall) is presented for a wide range of retaining wall sizes and sand backfill characteristics, as well as for different soil base conditions.
