Experimental and theoretical study on a bearing capacity of the bored pile foundation

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.