New Method of Performing Soil Tests Using Multisectional Piles

A. V. Samorodov; D. L. Mulyar; S. V. Tabachnikov; E. N. Gerasimovich

doi:10.1007/s11204-017-9429-5

New Method of Performing Soil Tests Using Multisectional Piles

作者: Samorodov A.V.¹, Mulyar D.L.², Tabachnikov S.V.¹, Gerasimovich E.N.³
隶属关系:
1. Khar’kov National University of Construction and Architecture (KHNUSA)
2. Engineering Office of Professor Katzenbakh and Partners JSC
3. Regionspetsstroi
期: 卷 54, 编号 1 (2017)
页面: 32-37
栏目: 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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详细

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.