Recommendations for Choice of Coefficients in Pile Bearing Capacity

摘要

In this paper we have shown results of research on the influence of the geotechnical environment on pile bearing capacity. Experimental research was carried out at full scale and consisted of test loading of 3 (three) piles. Field investigation for defining geotechnical models was carried out by cone penetration tests. The results and their analysis strongly suggest use of nondimensional coefficients in pile bearing capacity calculations.