Enviar artigo por via de e-mail New Method of Performing Soil Tests Using Multisectional Piles
- Autores: Samorodov A.V.1, Mulyar D.L.2, Tabachnikov S.V.1, Gerasimovich E.N.3
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Afiliações:
- Khar’kov National University of Construction and Architecture (KHNUSA)
- Engineering Office of Professor Katzenbakh and Partners JSC
- Regionspetsstroi
- Edição: Volume 54, Nº 1 (2017)
- Páginas: 32-37
- Seção: Design
- URL: https://journals.rcsi.science/0038-0741/article/view/244078
- DOI: https://doi.org/10.1007/s11204-017-9429-5
- ID: 244078
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Resumo
A critical analysis is made of a method that uses piles to perform soil tests (Osterberg method) for the action of impressing loads. An ONLY-DOWN method of testing full-scale multisectional piles is proposed. This method makes testing more reliable and carrying-capacity determination more accurate, which the investigations performed attest.
Sobre autores
A. Samorodov
Khar’kov National University of Construction and Architecture (KHNUSA)
Email: smfe@mail.ru
Ucrânia, Khar’kov
D. Mulyar
Engineering Office of Professor Katzenbakh and Partners JSC
Email: smfe@mail.ru
Ucrânia, Kiev
S. Tabachnikov
Khar’kov National University of Construction and Architecture (KHNUSA)
Email: smfe@mail.ru
Ucrânia, Khar’kov
E. Gerasimovich
Regionspetsstroi
Email: smfe@mail.ru
Ucrânia, Khar’kov
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