COMPREHENSIVE ANALYSIS ON THE BEARING CAPACITY OF HIGH-EXPLOSIVE PILES

Abstract

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.
Keywords: foundation, bearing capacity, high-explosive pile, shaft, lateral area, cone, pile tip,
ground displacement, soil compaction, resistance, soil, pressure capsule, load.