Mini Review
Drilled Piles Ert as Reinforcement of Bases of Increased Bearing Capacity
Sokolov NS, Chuvash State University, Russia.
Received Date: May 06, 2022; Published Date: May 23, 2022
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.
Keywords: Brown-injection piles; ERT piles; Multi-seat widening; Bored piles; Bearing capacity; Engineering and geological conditions
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Sokolov NS. Drilled Piles Ert as Reinforcement of Bases of Increased Bearing Capacity. Cur Trends Civil & Struct Eng. 8(5): 2022. CTCSE.MS.ID.000696. DOI: 10.33552/CTCSE.2022.08.000696.
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Brown-injection piles, ERT piles, Multi-seat widening, Bored piles, Bearing capacity, Engineering and geological conditions
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