Email this article Study of the Processes of Consolidation of a Thick Mass of Water-Saturated Clay Soils when Erecting Unique Structures
- Authors: Abelev M.Y.1, Averin I.V.2, Chunyuk D.Y.3, Kopteva O.V.3
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Affiliations:
- “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)
- Issue: Vol 55, No 5 (2018)
- Pages: 333-339
- Section: 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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Abstract
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.
About the authors
M. Yu. Abelev
“GASIS” Center for Innovation Technologies in Construction, National Research University ”Higher School of Economics”
Email: smfe@mail.ru
Russian Federation, Moscow
I. V. Averin
Engineering Geology, LLC
Email: smfe@mail.ru
Russian Federation, Moscow
D. Yu. Chunyuk
National Research University “Moscow State University of Civil Engineering” (NIU MGSU)
Email: smfe@mail.ru
Russian Federation, Moscow
O. V. Kopteva
National Research University “Moscow State University of Civil Engineering” (NIU MGSU)
Email: smfe@mail.ru
Russian Federation, Moscow
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