Використання коротких паль при підсиленні фундаментів мілкого закладання

Abstract

The proposed increase in the size of the sole of the foundations with reinforcement by the arrangement of banquettes at the level of the surface to ensure their bearing capacity by passing the loose soil with short piles. The research was carried out by means of small-scale physical modeling of the foundations of the effect of reinforcement using short piles in the zone of loose soil of backfill in comparison with the reinforcement of the foundation with banquettes at the level of the base of the foundation.