Email this article Procedure for Assigning a Soil Deformation Modulus of Large-Sized Slab and Slab-Pile Foundations Bases
- Authors: Samorodov A.V.1, Sedin V.L.2, Krotov O.V.2, Tabachnikov S.V.2
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Affiliations:
- Kharkov National University of Civil Engineering and Architecture
- State Institution of Higher Education “Pridneprovskaya State Academy of Civil Engineering and Architecture”
- Issue: Vol 56, No 5 (2019)
- Pages: 340-345
- Section: Design
- URL: https://journal-vniispk.ru/0038-0741/article/view/244261
- DOI: https://doi.org/10.1007/s11204-019-09612-8
- ID: 244261
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Abstract
Based on the experimental and theoretical studies, as well as observational generalizations, a procedure for assigning a soil deformation modulus of the various-area foundation bases is proposed. The field soil test data obtained using stamps of various sizes and their comparison with the settlements of high-rise buildings erected on slab and conditionally continuous slab-pile foundations with an area of up to 2,000 m2 allow predicting the actual settlements of the large-area foundations by using a layer-by-layer summation method.
About the authors
A. V. Samorodov
Kharkov National University of Civil Engineering and Architecture
Author for correspondence.
Email: osamorodov@ukr.net
Ukraine, Kharkov
V. L. Sedin
State Institution of Higher Education “Pridneprovskaya State Academy of Civil Engineering and Architecture”
Email: osamorodov@ukr.net
Ukraine, Dnipro
O. V. Krotov
State Institution of Higher Education “Pridneprovskaya State Academy of Civil Engineering and Architecture”
Email: osamorodov@ukr.net
Ukraine, Dnipro
S. V. Tabachnikov
State Institution of Higher Education “Pridneprovskaya State Academy of Civil Engineering and Architecture”
Email: osamorodov@ukr.net
Ukraine, Dnipro
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