THEORETICAL JUSTIFICATION OF NONLINEAR-AND-LINEAR DEPENDENCE GRAPH OF SETTLING ON THE LOAD OF AN EXPERIMENTAL BORED PILE
Keywords:
theory, experiment, soil, pile, load, base, pressure, stress, shear, deformation, equilibrium, zone, setting, nonlinear and linear dependence, tangent curve of rotationAbstract
The article regards a scientific justification of firstly-discovered nonlinear-and-linear dependence
graph of settling on the load of an experimental bored pile. Theoretical approaches to calculable
determination of critical loads by all five state zones of limit equilibriums for the side surface of
the shaft and the tangent curve of the pile’s rotation are presented. A calculated nonlinear graph of
dependence of settling on the load of the experimental bored pile is given. Theoretical construction
of a calculated nonlinear-and-linear graph of dependence of settling on the load of the experimental
bored pile is shown. Conclusions on the essence of the content of the conducted research are made
References
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