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Design characteristics of pile foundations in soils prone to slump-type settlement based on building code 24.13330.2011 (In order of discussion)

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Soil Mechanics and Foundation Engineering Aims and scope

The grounds for suggestions introduced to Building Code 24.13330.2011 are discussed; the need to account for positions taken in recent years, and also the expediency of a correction in the building code for several requirements of Construction Rule and Regulation 2.02.03-85 and Building Code 50-102-2003, which have not been entirely successful and proven, is noted.

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References

  1. Building Code 24.13330.2011. Pile Foundations [in Russian].

  2. Construction Rule and Regulation 2.02.03-85. Pile Foundations [in Russian].

  3. Building Code 50-102-2003. Design and Installation of Pile Foundations [in Russian].

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  12. GOST 23161. Soils. Method for Laboratory Determination of Characteristics of Proneness to Slump-Type Settlement [in Russian].

  13. V. I. Krutov, “Refinement of rules for design of beds and foundations on soils prone to slump-type settlement,” Osn., Fundam. Mekh. Gruntov, No. 4 (2008).

  14. Design Manual. Beds, Foundations, and Underground Structures [in Russian], Stroiizdat, Moscow (1985).

  15. Design Manual for Beds of Buildings and Structures (Supplement to Construction Rule and Regulation 2.02.01-83) [in Russian], Stroiizdat, Moscow (1986).

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Authors and Affiliations

  1. N. M. Gersevanov Scientific-Research Institute of Foundations and Underground Structures, Moscow, Russia

    V. I. Krutov

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  1. V. I. Krutov
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Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 4, pp. 27-32, July-August, 2012.

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Krutov, V.I. Design characteristics of pile foundations in soils prone to slump-type settlement based on building code 24.13330.2011 (In order of discussion). Soil Mech Found Eng 49, 155–161 (2012). https://doi.org/10.1007/s11204-012-9184-6

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  • DOI: https://doi.org/10.1007/s11204-012-9184-6

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