Scheme of soil stability losses in the laboratory tray

Please use this identifier to cite or link to this item: https://elib.psu.by/handle/123456789/28739

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DC Field	Value	Language
dc.contributor.author	Kremnev, A.	-
dc.contributor.author	Vishnyakov, N.	-
dc.contributor.author	Ermachenko, V.	-
dc.date.accessioned	2022-01-20T06:15:12Z	-
dc.date.available	2022-01-20T06:15:12Z	-
dc.date.issued	2021	-
dc.identifier.citation	Kremnev,  A. Scheme of soil stability losses in the laboratory tray / Alexander Kremnev, Nikolay Vishnyakov, Victoria Ermachenko // 2020 International Conference on Building Energy Conservation, Thermal Safety and Environmental Pollution Control (ICBTE 2020). – 9 с.	ru_RU
dc.identifier.uri	https://elib.psu.by/handle/123456789/28739	-
dc.description.abstract	The object of the research is the diagram of the stability loss of the soil foundation. Currently, there are still discussions about how the stability of the subgrade undergoes the combined action of vertical and horizontal loads. Most often, in the calculation, the sliding surface is taken to be circular. Whether this is true, especially for a heterogeneous or anisotropic base, is an important question today. In the work, chute tests were carried out, with modeling of the scheme of loss of stability of anisotropic and isotropic bases and results were obtained that confirm the formation of a circular cylindrical sliding surface.	ru_RU
dc.language.iso	en	ru_RU
dc.title	Scheme of soil stability losses in the laboratory tray	ru_RU
dc.type	Article	ru_RU
Appears in Collections:	Публикации в зарубежных изданиях

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