Drilled Piles Ert as Reinforcement of Bases of Increased Bearing Capacity

Abstract

The construction of foundations with increased bearing capacity values is an urgent task of modern geotechnical construction. As a rule, deep drill piles with large diameters are used as a basis for such foundations. There are many technologies for their manufacture. Increasing their bearing capacity is possible only by changing their length and diameter. The use of drill-injection piles manufactured by electric discharge technology (piles- ERT) with multi-seat widenings solves the problem of creating foundations of increased bearing capacity.