2020
DOI: 10.22363/1815-5235-2020-16-4-261-270
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Choice of mathematic models of soils in static and seismic analyses of embankment dams

Abstract: Relevance. Numerical analyses of behavior or stress-strain state (SSS) of embankment dams are usually performed using various computational programs, which use different, often complex mathematical models of soils. However, the right choice of these models is left to the program user, who usually has not enough experience in this field of knowledge, and therefore the results of these analyses are often obscure and erroneous. The aims of the work - development of recommendations for selecting the most reliable … Show more

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