Geotechnical Practice of Construction on Unstable Slopes

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Abstract

The construction of facilities for various purposes in rugged areas in cramped urban conditions for builders is the main problem associated with solving geotechnical tasks of providing both the slope itself and buildings and structures of the surrounding development in the zone of geotechnical influence. Questions arise regarding the need to develop buried retaining structures. The article considers a case from the geotechnical practice of installing retaining structures using bored piles with diameters of 600 mm and 800 mm and ground anchors arranged using electric discharge technology (ERT anchors).

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About the authors

N. S. Sokolov

Chuvash State University named after I.N. Ulianov; OOO NPF «FORST»

Author for correspondence.
Email: forstnpf@mail.ru

Candidate of Sciences (Engineering). Director

Russian Federation, 15 Moskovskiy pr., Cheboksary, Chuvash Republic, 428015; 109a, Kalinina Street, Cheboksary, Chuvash Republic

References

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  18. Patent for utility model 161650. Ustroistvo dlya kamufletnogo ushireniya nabivnoi konstruktsii v grunte [A device for camouflage broadening of a printed structure in the ground]. Sokolov N.S., Dzhantimirov H.A., Kuzmin M.V., etc. Declared 01.07.2015. Published 27.04.2016. (In Russian).

Supplementary files

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2. Fig. 1. Engineering and geological section under the road with vertical anchoring of buried retaining structures

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3. Fig. 2. Plans of the soil anchors of the upper (а) and lower (b) belts of soil anchors

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4. Fig. 3. Attachment points of the soil anchors of the upper and lower belts to the monolithic reinforced concrete corner retaining wall

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5. Fig. 4. The attachment point of the bored piles to the monolithic reinforced concrete corner retaining wall

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6. Fig. 5. A fragment of the device of a monolithic reinforced concrete block with an indication of the attachment point of the earth anchor ERT

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