Consideration of the foundation's flexibility in determining design loads on piles of eccentrically loaded groups
| Autor: | V. V. Znamenskii, S. B. Ukhov, N. M. Kardanov |
|---|---|
| Rok vydání: | 1993 |
| Předmět: |
Engineering
Flexibility (anatomy) business.industry media_common.quotation_subject Foundation (engineering) Soil Science Ocean Engineering Structural engineering Geotechnical Engineering and Engineering Geology Condensed Matter::Soft Condensed Matter General Energy medicine.anatomical_structure medicine Geotechnical engineering Astrophysics::Earth and Planetary Astrophysics Axial force Eccentricity (behavior) business Water Science and Technology media_common |
| Zdroj: | Soil Mechanics and Foundation Engineering. 30:33-36 |
| ISSN: | 1573-9279 0038-0741 |
| DOI: | 10.1007/bf01782904 |
| Popis: | Results of experimental investigations of the operation of eccentrically loaded groups of piles showed that the unevenness of distribution of vertical axial forces between piles depends on the foundation's flexibility and the relative eccentricity of the load's application. A procedure is given for determining design loads on piles of eccentrically loaded groups, the use of which makes it possible to reduce the number of piles in a foundation and lower its cost. |
| Databáze: | OpenAIRE |
| Externí odkaz: |
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