Застосування результатів статичного зондування для визначення несучої здатності бурових паль

Abstract

The transition coefficients from the bearing capacity of the drilling pile to the bearing capacity are determined for further use of the results of static probing to determine the bearing capacity of the drill piles. Made the collection of data from field tests of drill piles by static loading on sites where parallel static sounding was carried out. The comparative calculations of the bearing capacity of piles based on the results of static sounding and on the results of field trials are performed. It is revealed that determination of the bearing capacity of drill piles by the results of static probing needs improvement.