Abstract
The article presents the methodology and the main results of experimental studies of the laws governing the development of single-pile sediment in time on models under short-term and long-term exposure to loads. The obtained data are compared with the results of observations of precipitation of natural foundations. Indicates the direction of further research on the development of methods for predicting the sediment pile foundations. Established the legitimacy of the design of pile foundations for the maximum allowable deformations in the conditions of water-saturated clay soils.
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