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Open Access Mini Review

Drilled Piles Ert as Reinforcement of Bases of Increased Bearing Capacity

Sokolov NS*

Concordia University, Canada

Corresponding Author

Received Date: May 06, 2022;  Published Date: May 23, 2022


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.

Keywords: Brown-injection piles; ERT piles; Multi-seat widening; Bored piles; Bearing capacity; Engineering and geological conditions

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