Seismic Fluidification of Soil in the Bed of the Kazanskaya Riviera Tower

dc.contributor.author	Voznesenskii E.
dc.contributor.author	Latypov A.
dc.contributor.author	Zharkova N.
dc.date.accessioned	2018-09-19T21:59:09Z
dc.date.available	2018-09-19T21:59:09Z
dc.date.issued	2016
dc.identifier.issn	0038-0741
dc.identifier.uri	https://dspace.kpfu.ru/xmlui/handle/net/144558
dc.description.abstract	© 2016 Springer Science+Business Media New YorkA procedure and results are examined for experimentally studying the seismic stability of sandy soil in the bed of a developed high-rise building in Kazan’ city. It is shown that the studied soil are not susceptible to fluidification in response to expected seismic events, although in certain of these, development of large additional deformations is predicted, which should be taken into account in design.
dc.relation.ispartofseries	Soil Mechanics and Foundation Engineering
dc.title	Seismic Fluidification of Soil in the Bed of the Kazanskaya Riviera Tower
dc.type	Article in Press
dc.collection	Публикации сотрудников КФУ
dc.relation.startpage	1
dc.source.id	SCOPUS00380741-2016-SID84992212804

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Публикации сотрудников КФУ Scopus [24551]
Коллекция содержит публикации сотрудников Казанского федерального (до 2010 года Казанского государственного) университета, проиндексированные в БД Scopus, начиная с 1970г.