New Method of Performing Soil Tests Using Multisectional Piles


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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.

作者简介

A. Samorodov

Khar’kov National University of Construction and Architecture (KHNUSA)

Email: smfe@mail.ru
乌克兰, Khar’kov

D. Mulyar

Engineering Office of Professor Katzenbakh and Partners JSC

Email: smfe@mail.ru
乌克兰, Kiev

S. Tabachnikov

Khar’kov National University of Construction and Architecture (KHNUSA)

Email: smfe@mail.ru
乌克兰, Khar’kov

E. Gerasimovich

Regionspetsstroi

Email: smfe@mail.ru
乌克兰, Khar’kov

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