EXPERIMENTAL AND THEORETICAL STUDY ON A BEARING CAPACITY OF THE BORED PILE FOUNDATION

Abstract

The article presents the results of a comprehensive experimental and theoretical analysis of the
lateral capacity of a bored pile shaft and the same pile with a soil compacted tangensoid of rotational
motion. The features of interaction of concrete during its placing and hardening in a well and

the concrete pile shaft under load of subsoil are considered. The authors offer a methodology for determining
the lateral capacity of the bored pile shaft and capacity rating of a pile with the soil compacted
tangensoid of rotational motion.