Determination of the deformation properties of clayey soils in the vend deposits in Saint Petersburg

Results are cited for investigation of the deformation properties of deep-seated deposits in the area of Saint Petersburg. A procedure is proposed for processing results of static-penetration tests with consideration of the coefficient of anisotropy. A relationship between variation in the compressi...

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Bibliographic Details
Published in:Soil mechanics and foundation engineering 2013-05, Vol.50 (2), p.50-55
Main Authors: Trufanov, A. N., Gabsalyamov, G. U., Klimov, V. Ya, Sheveleva, N. V.
Format: Article
Language:English
Subjects:
Analysis
Anisotropy
Civil Engineering
Coefficients
Compressing
Deformation
Deposition
Earth and Environmental Science
Earth Sciences
Foundations
Geoengineering
Geotechnical Engineering & Applied Earth Sciences
Hydraulics
Soil mechanics
Soils
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Summary:Results are cited for investigation of the deformation properties of deep-seated deposits in the area of Saint Petersburg. A procedure is proposed for processing results of static-penetration tests with consideration of the coefficient of anisotropy. A relationship between variation in the compression modulus and depth of soils in the undisturbed stratum of Vend deposits is derived.
ISSN:0038-0741
1573-9279
DOI:10.1007/s11204-013-9209-9