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New Method of Performing Soil Tests Using Multisectional Piles
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.
New Method of Performing Soil Tests Using Multisectional Piles
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.
New Method of Performing Soil Tests Using Multisectional Piles
Samorodov, A. V. (Autor:in) / Mulyar, D. L. (Autor:in) / Tabachnikov, S. V. (Autor:in) / Gerasimovich, E. N. (Autor:in)
2017
Aufsatz (Zeitschrift)
Englisch
Lokalklassifikation TIB:
770/6545/8000
BKL:
56.20
Ingenieurgeologie, Bodenmechanik
New Method of Performing Soil Tests Using Multisectional Piles
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