One of the Cases of Strengthening the Base of a Deformed Landslide Protection Retaining Wall

Number of journal: 12-2021
Autors:

Sokolov N.S.

DOI: https://doi.org/10.31659/0044-4472-2021-12-23-27
УДК: 624.15

 

AbstractAbout AuthorsReferences
The problem of increasing the bearing capacity of foundations is an urgent problem in modern hydraulic engineering construction. With additional increased external loads on existing retaining structures, the use of traditional technologies to ensure their stability is not always justified. There is often an urgent need to use non-standard methods of strengthening the bases. Cases of using existing retaining reinforced concrete structures for new additional loads from newly erected facilities occur quite often. In such cases, the use of bored-injection piles of electric discharge technology (EDT) and ground anchors of EDT successfully solves many complex geotechnical problems of strengthening overloaded bases.
N.S. SOKOLOV1, 2 Candidate of Sciences (Engineering), Director, (This email address is being protected from spambots. You need JavaScript enabled to view it., This email address is being protected from spambots. You need JavaScript enabled to view it.)

1 I.N. Ulianov Chuvash State University (15, Moskovskiy Prospect, Cheboksary, 428015, Chuvash Republic, Russian Federation)
2 OOO NPF “FORST” (109a, Kalinina Street, Cheboksary, 428000, Chuvash Republic, Russian Federation)

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For citation: Sokolov N.S. One of the cases of strengthening the base of a deformed landslide protection retaining wall. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2021. No. 12, pp. 23–27. (In Russian). DOI: https://doi.org/10.31659/0044-4472-2021-12-23-27


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