Abstract
A method of evaluating the vertical-load resistance of circular piles with an open end from the results of static probing is cited. Limiting pile resistances, as determined by testing, are compared with consideration given to coefficients proposed by the author, which are given in Construction Rule and Regulation 2.02.03-85. The program “KOL'TsO”, which automates circulation of the bearing capacity of a circular pile from static-probe data, is developed.
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