One of Approaches to Solve the Problem of Increasing the Bearing Capacity of Bored Piles

Number of journal: №5-2018
Autors:

Sokolov N.S.

DOI: https://doi.org/10.31659/0585-430X-2018-759-5-44-47
УДК: 624.154.5

AbstractAbout AuthorsReferences
In modern geotechnical construction, a number of technologies for the construction of bored piles are available. It is known that the bearing capacity on the ground Fd of any pile is the main indicator for the purposes of perception of increased loads from over-foundation structures. To achieve higher Fd values for most technologies of the arrangement of buried structures, the main direction is either an increase in the diameter of the pile or its length. With this approach, the bored piles under heavy loads on them will be cumbersome. The second approach to increasing Fd is the progressive technology of bored pile arrangement with the help of intermediate broadenings. For these piles, the main for increasing the bearing capacity of bored piles is not to increase their diameter, but the number of broadenings along their length. This article considers the third approach to the construction of bored piles with an increased bearing capacity, based on the joint work of the soil-cement pile, the SFA pile (NPSh), and the surrounding soil mass.
N.S. SOKOLOV1,2, Candidate of Sciences (Engineering), Associate Professor, 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 OOO NPF «FORST» (109a, Kalinina Street, 428000, Cheboksary, Russian Federation) 
2 I.N. Ulianov Chuvash State University (15, Moskovskiy pr., 428015, Cheboksary, Russian Federation)

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For citation: Sokolov N.S. One of approaches to solve the problem of increasing the bearing capacity of bored piles. Stroitel’nye Materialy [Construction Materials]. 2018. No. 5, pp. 44–47. DOI: https://doi.org/10.31659/0585-430X-2018-759-5-44-47 (In Russian).


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