Email this article Seismic Fluidification of Soil in the Bed of the Kazanskaya Riviera Tower
- Authors: Voznesenskii E.A.1, Latypov A.I.2, Zharkova N.I.2
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Affiliations:
- M.V. Lomonosov Moscow State University
- Kazan’ (Volga Region) Federal University
- Issue: Vol 53, No 4 (2016)
- Pages: 257-263
- Section: Design
- URL: https://journal-vniispk.ru/0038-0741/article/view/244044
- DOI: https://doi.org/10.1007/s11204-016-9395-3
- ID: 244044
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Abstract
A 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.
About the authors
E. A. Voznesenskii
M.V. Lomonosov Moscow State University
Email: smfe@mail.ru
Russian Federation, Moscow
A. I. Latypov
Kazan’ (Volga Region) Federal University
Email: smfe@mail.ru
Russian Federation, Kazan’
N. I. Zharkova
Kazan’ (Volga Region) Federal University
Email: smfe@mail.ru
Russian Federation, Kazan’
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