Abstract

The problem of increasing the bearing capacity of foundations is always an urgent problem in modern geotechnical construction. With additional increased external loads on existing retaining structures, the use of traditional technologies to ensure their stability is not always justified. Often there is an urgent need to use non-standard methods of strengthening the bases. There are frequent cases of using existingretaining reinforced concrete structures for new additional loads from newly built objects. In such cases, the use of EDT bored piles allows solving complex geotechnical problems associated with the possible strengthening of overloaded foundations.

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