New Method of Performing Soil Tests Using Multisectional Piles


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Abstract

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.

About the authors

A. V. Samorodov

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

Email: smfe@mail.ru
Ukraine, Khar’kov

D. L. Mulyar

Engineering Office of Professor Katzenbakh and Partners JSC

Email: smfe@mail.ru
Ukraine, Kiev

S. V. Tabachnikov

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

Email: smfe@mail.ru
Ukraine, Khar’kov

E. N. Gerasimovich

Regionspetsstroi

Email: smfe@mail.ru
Ukraine, Khar’kov

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