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In the article, the results of the estimation of an influence of soil back pressure of the lower slope on the distribution of the landslide pressures between the rows of the piles of the multi-row retaining structures. The conditions of a stable soil and an unstable one as well as a dugout from the lower slope side have been considered. The analysis has been carried out on the basis of the distribution of the forces between the rows of the piles according to the spatial numerical model study data of the multi-row ...