Enviar artigo por via de e-mail Study of the Processes of Consolidation of a Thick Mass of Water-Saturated Clay Soils when Erecting Unique Structures
- Autores: Abelev M.Y.1, Averin I.V.2, Chunyuk D.Y.3, Kopteva O.V.3
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Afiliações:
- “GASIS” Center for Innovation Technologies in Construction, National Research University ”Higher School of Economics”
- Engineering Geology, LLC
- National Research University “Moscow State University of Civil Engineering” (NIU MGSU)
- Edição: Volume 55, Nº 5 (2018)
- Páginas: 333-339
- Seção: Construction under Special Soil Conditions
- URL: https://journals.rcsi.science/0038-0741/article/view/244194
- DOI: https://doi.org/10.1007/s11204-018-9545-x
- ID: 244194
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Resumo
The paper provides the results of natural studies of consolidation of weak water-saturated clay soils of large thickness performed at the experimental sites located within the Imereti lowland (Olympic objects, Media center, city of Sochi) and a stadium in the city of Kaliningrad (Oktyabrskii island). A development of deformations, stress conditions and variation of pore pressure within the bulk of the weak water-saturated soils were studies, and the calculation results were compared to the actual deformation data.
Sobre autores
M. Abelev
“GASIS” Center for Innovation Technologies in Construction, National Research University ”Higher School of Economics”
Email: smfe@mail.ru
Rússia, Moscow
I. Averin
Engineering Geology, LLC
Email: smfe@mail.ru
Rússia, Moscow
D. Chunyuk
National Research University “Moscow State University of Civil Engineering” (NIU MGSU)
Email: smfe@mail.ru
Rússia, Moscow
O. Kopteva
National Research University “Moscow State University of Civil Engineering” (NIU MGSU)
Email: smfe@mail.ru
Rússia, Moscow
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