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Vertically Loaded Cast-in-Place Piles in Clayey Soils and Their Analysis Based on Static-Penetration Data

  • Experimental Investigations
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Soil Mechanics and Foundation Engineering Aims and scope

Results are presented for experimental and numerical investigations of vertically loaded cast-in-place piles on the basis of which a working diagram is constructed and a method proposed for analysis of these piles based on static-penetration data.

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References

  1. B. I. Dalmatov, F. K. Lapshin, and Yu. V. Rossikhin, Design of Pile Foundations on Soft Soils [in Russian], Stroiizdat, Leningrad (1975).

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  2. I. B. Ryzhkov and O. N. Isaev, Static Penetration of Soils [in Russian], Izdatel'stvo ASV, Moscow (2010).

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  3. Recommendations for Rapid Geologic-Engineering Surveys Required for Design of Massive- Construction Projects [in Russian], Ufimskii NIIpromstroi, Ufa (1991).

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Authors and Affiliations

  1. Bashkir Scientific-Research Institute of Construction, Ufa, Russia

    A. L. Gotman & A. O. Glazachev

Authors
  1. A. L. Gotman
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  2. A. O. Glazachev
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Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 2, pp. 7-11, March-April, 2014.

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Gotman, A.L., Glazachev, A.O. Vertically Loaded Cast-in-Place Piles in Clayey Soils and Their Analysis Based on Static-Penetration Data. Soil Mech Found Eng 51, 60–66 (2014). https://doi.org/10.1007/s11204-014-9255-y

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  • DOI: https://doi.org/10.1007/s11204-014-9255-y

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