Comprehensive analysis on the bearing capacity of high-explosive piles

This article deals with the data of a comprehensive analysis on the bearing capacity over the lateral area of an explosive pile shaft and a shaft with a soil compacted cone. The features of interaction of concrete mixture during its placing and hardening in a well and the concrete pile shaft under load of the high-explosive and soil compacted foundation are revealed. The paper presents a methodology for calculation of the bearing capacity of the lateral area of a high-explosive pile shaftand the load capacity of a pile with a soil compacted circular cone.