Procedure for Assigning a Soil Deformation Modulus of Large-Sized Slab and Slab-Pile Foundations Bases
| Autor: | O. V. Krotov, V. L. Sedin, A. V. Samorodov, S. V. Tabachnikov |
|---|---|
| Rok vydání: | 2019 |
| Předmět: |
Deformation modulus
0211 other engineering and technologies Foundation (engineering) Soil Science Ocean Engineering 02 engineering and technology Geotechnical Engineering and Engineering Geology General Energy 020401 chemical engineering Field soil Slab Geotechnical engineering 0204 chemical engineering Pile Geology 021101 geological & geomatics engineering Water Science and Technology Test data |
| Zdroj: | Soil Mechanics and Foundation Engineering. 56:340-345 |
| ISSN: | 1573-9279 0038-0741 |
| DOI: | 10.1007/s11204-019-09612-8 |
| Popis: | 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. |
| Databáze: | OpenAIRE |
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